A method, system and storage medium for filling and grouting a seawall with varying water levels

Abstract

The application relates to the technical field of seawall grouting, in particular to a variable water level seawall filling grouting method and system and a storage medium, the method comprises the following steps: S100, obtaining a plurality of groups of preliminary position information according to a to-be-measured area, and obtaining a preset grouting scheme according to the preliminary position information; S200, obtaining an analysis result; S300, comparing the analysis result with a preset result, if the analysis result is smaller than the preset result, obtaining marking data; S400, obtaining a marking quantity ratio, and comparing the marking quantity ratio with a preset percentage; S500, if the marking quantity ratio is greater than the preset percentage, obtaining a corresponding actual operation scheme; and S600, if the marking quantity ratio is smaller than the preset percentage, repeating steps S200-S400. The application has the advantages that the grouting scheme can be adjusted for multiple times, the initial grouting test times are reduced, and the work efficiency can be reasonably improved.

Description

Technical Field

[0001] This application relates to the technical field of seawall grouting, and in particular to a method, system, and storage medium for filling and grouting seawalls at varying water levels. Background Technology

[0002] Grouting is a process that uses grout pressure to fill existing cracks and cavities within a dam, thus reinforcing the dam. However, grouting piles installed in seawalls where water levels fluctuate are easily affected by tides, and the grouting volume is easily affected by the water level.

[0003] In related technologies, in order to increase the amount of grouting on the seawall, construction needs to be carried out within 2 hours after the seawall is exposed to low tide. This involves drilling the first section of the seawall, conducting the first water injection test, installing the casing, drilling the second section of the seawall, and conducting the second water injection test, thus achieving grouting from bottom to top in stages and completing the grouting test of the seawall.

[0004] However, the foundation conditions of the seawall are complex. For the seawall foundation, which is mainly composed of crushed stones and silty soil, the gaps between the crushed stones are too large. If each section of the borehole is grouted sequentially according to the corresponding grout concentration, it will result in too many grouting test operations, thereby increasing the cost of grouting tests and affecting the progress of the project construction. Summary of the Invention

[0005] To reduce the number of grouting test operations and thus reduce the cost of grouting tests, this application provides a method, system, and storage medium for grouting seawalls with varying water levels.

[0006] Firstly, this application provides a method for grouting seawalls with varying water levels, employing the following technical solution: A method for grouting seawalls with varying water levels includes the following steps: Step S100: Obtain several sets of preliminary location information based on the area to be tested, and obtain a preset grouting scheme based on the preliminary location information; Step S200: Perform a grouting test on the preliminary location corresponding to the preliminary location information according to the preset grouting plan to obtain preliminary test data corresponding to the preset grouting plan, and analyze the preliminary test data in sequence to obtain analysis results; Step S300: Compare the analysis result with the preset result. If the analysis result is less than the preset result, mark the preliminary experimental data corresponding to the analysis result to obtain the marked data. Step S400: Obtain the marker quantity ratio based on the preliminary test data and the marker data, and compare the marker quantity ratio with a preset percentage; Step S500: If the proportion of the number of markers is greater than a preset percentage, then the corresponding actual operation plan is obtained based on the analysis results and the marker data, and the actual operation plan is displayed to the operator in a graphical interface; Step S600: If the proportion of the number of markers is less than a preset percentage, then obtain the test location information based on the preliminary location information corresponding to the preliminary test data, and obtain the test grouting scheme corresponding to the test location information based on the preset grouting scheme corresponding to the preliminary location information. Then, take the test location information as the preliminary location information and the test grouting scheme corresponding to the test location information as the preset grouting scheme, and repeat steps S200-S400.

[0007] By adopting the above technical solution, a corresponding preset grouting scheme is obtained based on the preliminary location information. Then, grouting operation is performed on the preliminary location corresponding to the preliminary location information to obtain preliminary test data. The preliminary test data is analyzed to obtain analysis results, and the number of analysis results in the preliminary test data that conform to the preset results is obtained. When the proportion of the marked number is greater than the preset percentage, it indicates that the preset grouting scheme set for this grouting test is feasible. When the proportion of the marked number is less than the preset percentage, it indicates that the preset grouting scheme set for this grouting test needs to be improved again. Therefore, based on the preset grouting scheme corresponding to the preliminary location information, a test grouting scheme corresponding to the test location information is obtained. The test location information is used as the preliminary location information, and the test grouting scheme corresponding to the test location information is used as the preset grouting scheme. Steps S200-S400 are repeated until a reasonable grouting scheme is set. By adjusting the grouting scheme multiple times, the number of initial grouting tests is reduced, thereby reasonably improving work efficiency.

[0008] In some embodiments, obtaining several sets of preliminary location information based on the area to be measured includes the following steps: Based on the area to be tested, obtain the corresponding satellite image to be tested, and divide the satellite image to be tested into several actual set areas; Several test point locations are obtained based on several actual set areas, and the test point locations correspond one-to-one with the actual set areas; The positions of the points to be measured are obtained sequentially, and the point intervals are obtained based on the positions of the points to be measured. The point intervals represent the intervals between points adjacent to the positions of the points to be measured, and the point intervals include at least two values. The point intervals are obtained sequentially, and the point intervals are compared with preset intervals; If the interval between the points is less than the preset interval, then the positions of the two adjacent points to be measured corresponding to the interval are used as preliminary position information.

[0009] In some embodiments, the satellite image to be tested is divided into several actually defined areas, including the following steps: The satellite image to be tested is divided into several grid regions, and vertex position information is obtained based on the grid regions; The diagonal interval is obtained based on the vertex position information, and the diagonal interval is compared with a preset interval; If the diagonal interval is less than the preset interval, then the two adjacent grid areas corresponding to the diagonal interval are taken as the actual set area. If the diagonal interval is greater than the preset interval, the two adjacent grid areas corresponding to the diagonal interval are divided into several supplementary areas, and the supplementary areas are used as the actual set areas.

[0010] In some embodiments, after the proportion of the number of markers is less than a preset percentage, the following steps are also included: The analysis results and preliminary location information corresponding to the marked data are stored to obtain the grouting test plan table.

[0011] In some embodiments, after obtaining the preset grouting plan based on the preliminary location information, the following steps are further included: Based on the preliminary location information, stratigraphic detection data is obtained, wherein the stratigraphic detection data represents the stratigraphic composition data of the preliminary location corresponding to the preliminary location information; Based on the stratigraphic detection data, the preliminary stratigraphic state at the preliminary location is obtained, and it is determined whether the preliminary stratigraphic state is a void state, wherein the void state indicates that there are voids in the stratigraphic state at the preliminary location. If the preliminary formation state is determined to be a cavity state, then the cavity data at the preliminary location is obtained based on the formation detection data, and a specified scheme is obtained based on the cavity data; A replacement grouting scheme is obtained according to the specified scheme, and the replacement grouting scheme is used as the preset grouting scheme corresponding to the preliminary location information.

[0012] In some embodiments, obtaining the corresponding practical operation plan based on the labeled data and the analysis results corresponding to the labeled data includes the following steps: Based on the analysis results, a first interval difference is obtained, which represents the largest difference in the analysis results, and the first interval difference is compared with a first preset interval value. If the first interval difference is greater than the first preset interval value, the average value of the analysis results corresponding to the labeled data is taken, and the control result closest to the average value is selected from the analysis results, and the labeled data corresponding to the control result is used as the actual operation plan. If the first interval difference is less than the first preset interval value, the analysis results corresponding to the labeled data are sorted in ascending order, and the labeled data corresponding to the first single analysis result in the sorted analysis results is taken as the actual operation plan.

[0013] In some embodiments, obtaining the corresponding practical operation plan based on the labeled data and the analysis results corresponding to the labeled data further includes the following steps: Geological data is obtained based on preliminary test data corresponding to the marked data. The geological data includes soil layer types, and the marked data is divided into several groups of different test data according to soil layer types. Obtain the actual analysis results corresponding to each set of experimental data from the analysis results corresponding to that set of experimental data; The actual operation plan is based on the labeled data corresponding to the time analysis results.

[0014] In some embodiments, obtaining the actual analysis result corresponding to each set of experimental data from the analysis results includes the following steps: Based on the analysis results, a second interval difference is obtained, which represents the largest difference in the analysis results, and the second interval difference is compared with a second preset interval value. If the second interval difference is greater than the second preset interval value, then the average value of the analysis results corresponding to the marked data is taken, and the average value is used as the actual analysis result; If the second interval difference is less than the second preset interval value, the analysis results corresponding to the marked data are sorted in ascending order, and the data at the top of the sorted analysis results is taken as the actual analysis result.

[0015] Secondly, this application provides a grouting system for filling seawalls with varying water levels, employing the following technical solution: A variable water level seawall filling grouting system, which performs the variable water level seawall filling grouting method described in the first aspect.

[0016] Thirdly, this application provides a storage medium, which adopts the following technical solution: The storage medium stores at least one instruction, at least one program, code set, or instruction set, wherein the at least one instruction, the at least one program, the code set, or instruction set is loaded and executed by a processor to implement the variable water level seawall filling grouting method as described in the first aspect.

[0017] In summary, this application includes at least one of the following beneficial technical effects: 1. Based on the preliminary location information, obtain the corresponding preset grouting scheme, then perform grouting operation on the preliminary location corresponding to the preliminary location information, and obtain preliminary test data. Analyze the preliminary test data to obtain analysis results, and obtain the number of analysis results in the preliminary test data that meet the preset results. When the proportion of the marked number is greater than the preset percentage, it indicates that the preset grouting scheme set for this grouting test is feasible. When the proportion of the marked number is less than the preset percentage, it indicates that the preset grouting scheme set for this grouting test needs to be improved again. Therefore, based on the preset grouting scheme corresponding to the preliminary location information, obtain the test grouting scheme corresponding to the test location information, and use the test location information as the preliminary location information, and use the test grouting scheme corresponding to the test location information as the preset grouting scheme. Repeat steps S200-S400 until a reasonable grouting scheme is set. By adjusting the grouting scheme multiple times, the number of initial grouting tests can be reduced, thereby reasonably improving work efficiency. 2. When obtaining the analysis results, the main method is to compare the water injection test results before and after the grouting test. The permeability coefficient after grouting can basically meet the design requirements, thus enabling the acquisition of a reasonable grouting scheme. 3. Before obtaining the locations of several test points based on several grid regions, it is necessary to determine the diagonal interval. Check if the diagonal interval is less than a preset interval. If it is, then the two adjacent grid regions corresponding to the diagonal interval are used as the actual set area. If the diagonal interval is greater than the preset interval, the two adjacent grid regions corresponding to the diagonal interval are divided into several supplementary areas. These supplementary areas are used as the actual set area, ensuring that any selected location in the two adjacent grid regions conforms to the preliminary location information. 4. It can select different grouting schemes based on different geological data of the area to be tested, and obtain the corresponding actual operation scheme based on the marked data and the analysis results corresponding to the marked data. Attached Figure Description

[0018] Figure 1 This is a structural block diagram of the server provided in this embodiment; Figure 2 This is a flowchart illustrating the overall steps of the seawall filling and grouting method with varying water levels provided in this application embodiment; Figure 3 This is a schematic diagram illustrating the steps for obtaining preliminary location information in the seawall filling and grouting method for changing water levels provided in this application embodiment; Figure 4 This is a schematic diagram illustrating the steps for obtaining the actual set area in the variable water level seawall filling grouting method provided in this application embodiment; Figure 5 This is a schematic diagram of the steps of another embodiment provided in this application.

[0019] Explanation of reference numerals in the attached figures: 11, processor; 12, memory; 121, computer program. Detailed Implementation

[0020] To better understand the purpose, technical solutions, and advantages of this application, it has been described and illustrated below with reference to the accompanying drawings and embodiments. However, those skilled in the art should understand that this application can be implemented without these details. In some cases, to avoid obscuring various aspects of this application due to unnecessary description, well-known methods, processes, systems, components, and / or circuits already described at a higher level will not be elaborated upon. It will be apparent to those skilled in the art that various modifications can be made to the embodiments disclosed in this application, and the general principles defined in this application can be applied to other embodiments and application scenarios without departing from the principles and scope of this application. Therefore, this application is not limited to the illustrated embodiments, but conforms to the broadest scope consistent with the scope of protection claimed in this application.

[0021] This application discloses a grouting method for seawall filling under varying water levels, applied to a grouting system for seawall filling under varying water levels. The system includes testing equipment and a server. The testing equipment is mainly used for drilling at preliminary locations and conducting grouting tests on the holes. This embodiment preferably uses two XY-100 drilling rigs, two BW-160 three-cylinder grouting pumps, two rubber-stopper injection guns, and two sets of grouting systems. Additionally, one generator and two winch trucks are also used.

[0022] It should be noted that during the grouting process of the test section, grouting may be interrupted multiple times due to equipment failure. Unexpected interruptions will cause significant losses to the project quality and the construction unit. Therefore, the grouting equipment should be inspected in advance during the grouting process to ensure continuous grouting operations.

[0023] Since this method is applicable to seawalls, construction can only be carried out within 2 hours after the seawall is exposed by low tide. Therefore, it is necessary to efficiently obtain test plans and analyze the results corresponding to the test plans. Thus, the system includes a server, which is mainly used to receive test data and process the test data to formulate more reasonable grouting plans and improve the work efficiency of the staff.

[0024] Specifically Figure 1 This is a structural block diagram of the server provided in this embodiment. For example... Figure 1 As shown, the server includes a processor 11 and a memory 12, wherein the memory 12 stores a computer program 121 that can run on the processor 11. When the computer program 121 is executed by the processor, it implements a method for filling and grouting a seawall with varying water levels provided in this application embodiment.

[0025] The memory 12 may be a ROM or other type of static storage device capable of storing static information and instructions, a random access memory, or other type of dynamic storage device capable of storing information and instructions. It may also be an electrically erasable programmable read-only memory, a read-only optical disc or other optical disc storage, optical disc storage (including compressed optical discs, laser discs, optical discs, digital universal optical discs, Blu-ray discs, etc.), a magnetic disk storage medium, or other magnetic storage device, or any other medium capable of carrying or storing desired program code in the form of instructions or data structures and accessible by a computer, but is not limited thereto. In some embodiments, the memory 12 may be an internal storage unit.

[0026] Processor 11 can be a central processing unit, a general-purpose processor, a data signal processor, an application-specific integrated circuit, a field-programmable gate array, or other programmable logic devices, transistor logic devices, hardware components, or any combination thereof. It is used to run program code stored in memory 12 or process data.

[0027] Processor 11 and memory 12 are connected via a bus. The bus may include a pathway for transmitting information between the components. The bus may be a peripheral interconnect standard bus or an extended industry standard structure bus, etc. The bus can be divided into address bus, data bus, control bus, etc. For ease of representation, Figure 1 The bus is represented by a single thick line, but this does not mean that there is only one bus or one type of bus.

[0028] Figure 1 Only a server with memory 12, processor 11, and bus is shown. Those skilled in the art will understand that... Figure 1 The structure shown does not constitute a limitation on the server; it can be a bus topology or a star topology. The server may also include more or fewer components than shown, or combine certain components, or deploy different components. Other existing or future electronic devices, if applicable, should also be included within the scope of protection and are incorporated herein by reference.

[0029] like Figure 2 As shown, the method for grouting seawalls under varying water levels includes the following steps: Step 100: Obtain several sets of preliminary location information based on the area to be tested, and obtain a preset grouting plan based on the preliminary location information.

[0030] The area to be tested mentioned in step 100 above refers to the planned area, the area where grouting tests need to be conducted. Since grouting operations on the seawall can only be carried out after the waves recede, it is necessary to divide the entire sea area to be grouted into several areas to be tested in advance. Drilling, the first water injection test, grouting test, and the second water injection test are then carried out for each individual area to be tested.

[0031] It should be noted that the test area can be divided according to the ebb tide time of the seawall. Seawalls that are exposed on the beach at the same time can be divided into the same test area. The ebb tide time can be within the same time period, with an interval of half an hour between these time periods.

[0032] In order to improve the start time of grouting tests in the test area, it is necessary to accurately obtain the ebb tide time of the test area. Therefore, the ebb tide time of the seawall can be obtained by the server from the tide time table stored in the data storage module inside the server.

[0033] The aforementioned tide schedule mainly reflects the tide conditions of a certain coastal area within a certain period of time. It is a pattern recorded through long-term practice and observation. The tide schedule is mainly compiled by the marine meteorological department. This application only obtains the tide schedule published by the marine meteorological department through the server. Specifically, it can be searched through the marine meteorological department's network and the corresponding tide schedule is stored in the data storage module to facilitate subsequent data processing.

[0034] The specific acquisition method is as follows: the server receives a timetable acquisition request and generates a timetable acquisition signal based on the request. The server then sends the timetable acquisition signal to the data storage module. Upon receiving the timetable acquisition signal, the data storage module queries the tide timetable corresponding to the timetable acquisition signal and sends the tide timetable back to the server. Since the data storage module stores multiple sets of data, when it obtains the tide timetable corresponding to the timetable acquisition signal, it primarily matches the query time in the timetable acquisition signal within the data storage module to retrieve the corresponding tide timetable.

[0035] The timetable retrieval request here is based on manually entered content, which can be either handwritten or voice-based. However, the manually entered content will not necessarily match the timetable retrieval request that the server can recognize. When the server receives the manually entered content, it performs semantic analysis to determine the corresponding input purpose and checks if this purpose matches the timetable retrieval request. If the purpose matches, it is used as the timetable retrieval request. If the purpose does not match, the server determines that the manually entered content was not for retrieving a timetable, and therefore generates an error signal and sends it to the worker to remind them to re-enter the information.

[0036] The matching of input purpose with timetable retrieval request is mainly done through matching relevant keywords. A matching rate of 80% or higher indicates a correspondence between the input purpose and the timetable retrieval request. Parsing manually entered content primarily utilizes existing technology, therefore, it will not be described in detail here. The keywords corresponding to the input purpose and timetable retrieval request are mainly accomplished using the same technology as the parsing of manually entered content.

[0037] Since the timing of low tide is influenced by many factors, the tide timetable stored in the data storage module cannot be updated automatically. Therefore, in order to accurately know the real-time movement of the tides, the server will obtain information released by the marine meteorological department in real time, and filter out the data related to updating the tide timetable from the information, thereby updating the tide timetable in the data storage module in real time.

[0038] The specific steps for updating the tide schedule are as follows: The server receives a schedule update request and generates a schedule update signal based on the request. The server sends the schedule update signal to the data storage module. Upon receiving the schedule update signal, the data storage module queries the tide schedule to be updated corresponding to the schedule update signal and sends the tide schedule to be updated back to the server. The server obtains the time data that needs to be updated and updates the tide schedule to be updated. This update is performed by determining whether the time corresponding to the update time data is consistent with the tide schedule to be updated. If they are consistent, the update time data can be directly used to replace the tide schedule to be updated. If they are inconsistent, the server finds a time in the tide schedule to be updated that matches the update time data and replaces or supplements it, thereby completing the update of the tide schedule to be updated.

[0039] In step S100 above, several sets of preliminary location information are obtained based on the area to be tested. This preliminary location information mainly represents the locations within the area to be tested where grouting operations are required. The server rationally plans the area to be tested and generates the corresponding preliminary location information. This meets the requirements of the "Technical Specification for Cement Grouting Construction of Hydraulic Structures" and allows for faster generation of preliminary location information. The server analyzes the tidal timetable to generate the areas to be tested that require construction. These areas are selected in a specific order, allowing for reasonable and effective use of ebb tide time to expedite the grouting test of the seawall. Furthermore, quickly generating the corresponding preliminary location information after determining the areas to be tested further improves the efficiency of the grouting test.

[0040] Based on the area to be measured, several sets of preliminary location information are obtained, combined with... Figure 3 This includes the following steps: S110: Obtain the corresponding satellite image to be tested based on the area to be tested, and divide the satellite image to be tested into several actual set areas.

[0041] S120: Based on several actual set areas, obtain several test point locations, and the test point locations correspond one-to-one with the actual set areas.

[0042] S130, sequentially obtain the location of the point to be measured, and obtain the point interval based on the location of the point to be measured, and the point interval includes at least two values.

[0043] S140, sequentially obtain the point intervals and compare the point intervals with the preset intervals.

[0044] S150, if the point interval is less than the preset interval, the positions of the two adjacent test points corresponding to the point interval are used as the preliminary position information.

[0045] In step S110 above, the corresponding satellite image to be measured is obtained based on the area to be measured, and the satellite image to be measured is divided into several actual set areas. This mainly involves reasonably obtaining the actual set areas through the satellite image to be measured. The satellite image to be measured is image data obtained by photographing or scanning ground features using equipment such as cameras, television cameras, and multispectral scanners. This image data is stored in advance in the satellite database of the server, and this image data is updated in real time. The server pre-plans the area where grouting operations need to be performed, and then obtains the satellite image corresponding to that area from the satellite database.

[0046] Specifically, the actual set area is mainly used to obtain the location of the test point. The location of the test point is mainly used to characterize the location used for grouting test. The location of the test point mainly depends on the "Technical Specification for Cement Grouting Construction of Hydraulic Structures". For each test plan, the location of the test point is different. Therefore, the location of the test point is not restricted here.

[0047] It should be noted that dividing the satellite image to be tested into several actual set areas can be done by dividing the area to be tested into several actual set areas. Since the area to be tested cannot be guaranteed to be a regular shape, such as a square or a rectangle, when dividing the area to be tested, try to divide it into as many regular shapes as possible, such as squares, rectangles or triangles.

[0048] In step S120 above, several test point locations are obtained based on several actual set areas. These test point locations correspond one-to-one with the actual set areas, and each test point location is unique. The specific method for obtaining the test point locations is random. The actual set areas are divided according to the grouting area data, resulting in several grouting locations. One of these grouting locations is then randomly selected as the test point location.

[0049] In step S130 above, the locations of the points to be measured are sequentially obtained, and the point intervals are obtained based on the locations of the points to be measured. The point interval represents the interval between points adjacent to the location of the point to be measured, and the point interval includes at least two values, which indicate that there are at least two adjacent locations of the same location of the point to be measured. Here, the point intervals are the locations of the points to be measured corresponding to two adjacent actual set areas.

[0050] In step S140 above, the point intervals are obtained sequentially and compared with preset intervals. These preset intervals are primarily set according to the "Technical Specification for Cement Grouting Construction of Hydraulic Structures," but are also determined based on the actual conditions of the current seawall. The preset intervals used for each test plan are different; therefore, there is no restriction on the preset intervals here. For example, since the point intervals are obtained by sequentially acquiring the positions of the test points, there may be two adjacent test point positions with the same meaning among the obtained point intervals. To improve the efficiency of the server in obtaining preliminary location information, the point intervals need to be filtered before comparison, and point intervals with duplicate meanings are removed.

[0051] The specific screening steps are as follows: S141, obtain all point intervals and their corresponding adjacent test point positions, and sequentially number and mark all point intervals to obtain marked intervals, and the numbers corresponding to all marked intervals are not repeated.

[0052] S142, mark all the test points in sequence to obtain the marked positions. All the marked intervals form a set of marked intervals. Each marked interval and several marked positions corresponding to its adjacent test points constitute a set of marked positions. The set of marked positions includes several subsets of marked positions. Each subset of marked positions contains only the marked positions corresponding to two adjacent test points.

[0053] S143, sequentially extract individual marker intervals from the marker interval set, filter them in the marker interval set, and determine whether a corresponding control marker interval is selected from the marker interval set by checking whether the corresponding marker subset of the individual marker interval is the same.

[0054] S144. If a reference marker interval corresponding to a single marker interval is found in the set of marker intervals, it means that the point interval corresponding to the single marker interval has a duplicate meaning. That is, the single marker interval and its corresponding marker position set are stored in the actual interval set, and the same marker subset corresponding to the reference marker interval is deleted in the marker position set. Then, the operation of step S143 is repeated.

[0055] S145. If no corresponding reference marker interval is found in the marker interval set, it means that the point interval corresponding to the single marker interval does not have a repetitive meaning. That is, the single marker interval and its corresponding marker position set are stored in the actual interval set, and then the operation of step S143 is repeated.

[0056] S146, finally, the marked intervals corresponding to the formed actual interval set are used as the point intervals in step S140 above. Based on the judgment result obtained in step S150, if the point interval is less than the preset interval, the positions of the two adjacent test points corresponding to the point interval are used as preliminary position information. If the point interval is not less than the preset interval, it indicates that the interval between the adjacent test points is too large and the setting is unreasonable. Therefore, in order to reasonably set the test point positions, in another embodiment, the test point positions are accurately set by comparing whether the maximum interval between two adjacent grid areas is less than the preset interval.

[0057] In another embodiment, since the locations of the test points are arbitrarily selected within the grid regions, for two adjacent grid regions, and where both grid regions are standard square or rectangular grids, the locations of the two test points are selected at opposite vertices of the diagonals of the two grid regions, resulting in the largest possible point interval. To ensure that any selected location within these two adjacent grid regions conforms to the preliminary location information, the diagonal interval between the two adjacent grid regions needs to be less than a preset interval. Therefore, before obtaining several test point locations based on several grid regions, it is necessary to determine whether the diagonal interval is less than the preset interval. If it is, the two adjacent grid regions corresponding to the diagonal interval are taken as the actual set area. If the diagonal interval is greater than the preset interval, the two adjacent grid regions corresponding to the diagonal interval are divided into several supplementary areas, and these supplementary areas are taken as the actual set area.

[0058] The satellite image to be tested is divided into several actually defined areas, combined with Figure 4 This includes the following steps: S111 divides the satellite image to be tested into several grid regions and obtains vertex position information based on the grid regions.

[0059] S112, obtain the diagonal interval based on the vertex position information, and compare the diagonal interval with the preset interval.

[0060] S113, If the diagonal interval is less than the preset interval, then the two adjacent grid areas corresponding to the diagonal interval will be used as the actual set area.

[0061] S114. If the diagonal interval is greater than the preset interval, divide the two adjacent grid areas corresponding to the diagonal interval into several supplementary areas, and use the supplementary areas as the actual set areas.

[0062] The grid region represents a smaller area generated by dividing the satellite image under test. Each grid region acquires corresponding vertex position information, which represents the vertex position information of two adjacent grid regions. The vertex position information may include at least one set of data, each set including relative vertex positions. Here, two adjacent grid regions are treated as a combined quadrilateral, and the vertex position information is the vertex position of the combined quadrilateral.

[0063] Specifically, the grid area can be divided using 3D modeling software. The satellite image to be measured is modeled on the 3D software according to scale, forming a corresponding first modeling model. Then, the first modeling model is divided into several grid areas using equal grids. Any 3D software capable of grid division and location information marking can be selected.

[0064] In step S111 above, the satellite image to be tested is divided into several grid regions, and vertex position information is obtained based on the grid regions. The vertex position information represents the vertex positions corresponding to two adjacent grid regions. However, it should be noted that, in order to more conveniently obtain vertex position information, the grid regions in this embodiment are preferably divided into regular quadrilaterals. In this way, the corresponding vertex position information of adjacent grid regions can be obtained directly according to a preset route. The preset route represents a pre-set acquisition route that can sequentially pass through all grid regions.

[0065] However, some grid regions are not regular quadrilaterals. Therefore, when obtaining vertex position information, it is necessary to determine whether all grid regions are regular quadrilaterals. If all grid regions are regular quadrilaterals, the corresponding vertex position information is obtained according to step S111. If not all grid regions are regular quadrilaterals, supplementary regions are obtained based on the grid regions. The supplementary regions are regular quadrilaterals formed by supplementing non-regular grid regions with additional shapes. The supplementary regions correspond one-to-one with the grid regions, and all grids within the supplementary regions are regular quadrilaterals. Next, the estimated vertex positions are obtained based on the supplementary regions. Only if the vertex position corresponding to the estimated vertex position belongs to a grid region is the information corresponding to the estimated vertex position used as the vertex position information.

[0066] In step S112 above, the diagonal interval is obtained based on the vertex position information and compared with a preset interval. The diagonal interval represents the maximum interval between relative vertices of the combined quadrilateral. Since there are at least two sets of vertex position information, two corresponding intervals are obtained, but the larger of the two corresponding intervals is used as the diagonal interval. The preset interval is the same value as the preset interval mentioned in step S140.

[0067] The specific judgment process is as follows: If the diagonal interval is less than the preset interval, the two adjacent grid areas corresponding to the diagonal interval are taken as the actual set area. If the diagonal interval is greater than the preset interval, the two adjacent grid areas corresponding to the diagonal interval are divided into several supplementary areas, and the supplementary areas are taken as the actual set area. The supplementary areas can be divided equally between the two adjacent grid areas, or other ratios can be used for division.

[0068] It should be noted that after obtaining the supplementary region, the supplementary region is used as the supplementary mesh region, and the corresponding vertex position information is obtained based on the supplementary mesh region. Steps S112-S114 are repeated until the diagonal intervals corresponding to all mesh regions are less than the preset interval.

[0069] Furthermore, the method of obtaining vertex position information based on the supplementary grid region is the same or similar to the method of obtaining vertex position information based on the grid region in step S111, so it will not be described in detail here.

[0070] Step S200: According to the preset grouting plan, a grouting test is carried out on the preliminary position corresponding to the preliminary position information to obtain the preliminary test data corresponding to the preset grouting plan, and the preliminary test data is analyzed in sequence to obtain the analysis results.

[0071] The preset grouting scheme represents the plan for setting specific data for grouting at the initial location. The preliminary test data represents the data obtained from grouting tests on the initial location information. The analysis results represent the analysis results obtained based on the preliminary test data. In this embodiment, the analysis results are mainly based on the permeability coefficient obtained from water injection tests on the location corresponding to the initial location information after grouting. The permeability coefficient is calculated according to the test results of the borehole water injection test for grouting of the cover layer in Appendix D of the "Technical Specification for Cement Grouting Construction of Hydraulic Structures" SL / T62-2020. The calculation method of the permeability coefficient adopts the existing formula, so it will not be described in detail here.

[0072] It should be noted that after obtaining the preliminary location information, the construction personnel clean the corresponding location. The cleanliness of the preliminary location must be ensured before conducting the grouting test to prevent affecting the test data. The grouting test specifically includes: measurement and setting out – first-stage drilling – first-stage water injection test – casing installation – second-stage drilling – second-stage water injection test – grouting in sections from bottom to top.

[0073] Specifically, the measurement and setting out refers to clearly marking the preliminary location obtained according to the requirements of the "Technical Specification for Cement Grouting Construction of Hydraulic Structures" in the actual test area. Since the grouting operation does not involve drilling to a specified distance from the preliminary location to the relatively impermeable layer, the specified distance can be a manually set interval; in this embodiment, the specified distance is preferably set to 1.5m. After the measurement and setting out, a water injection test needs to be conducted on the preliminary location. The water injection test is mainly to obtain the original permeability coefficient of the actual test area corresponding to the preliminary location, and to determine the grouting scheme required for that area. However, since the preliminary location requires drilling to a specified distance from the relatively impermeable layer, and since the underground strata are not of the same composition, the permeability coefficients for different strata are different, and the grouting schemes used are also different. Therefore, the water injection test on the preliminary location needs to be conducted segment by segment. This requires drilling a first section, conducting a first water injection test, installing a casing, drilling a second section, conducting a second water injection test, and so on, until the water injection operation corresponding to the preliminary location is completed. After the water injection operation is completed, the grouting scheme corresponding to each different soil layer is obtained by recording the water injection test and the result record table.

[0074] It should be noted that the specific operations of measurement and setting out, first-stage drilling, first-stage water injection test, casing installation, second-stage drilling, second-stage water injection test, and bottom-up segmented grouting are all carried out in accordance with the "Technical Specification for Cement Grouting Construction of Hydraulic Structures", and will not be described in detail here.

[0075] For example, when drilling at a preliminary location, the composition of the strata can be determined by the composition of the core sample, and the composition of the strata can be recorded to form a geological composition record table. Based on the geological composition record table, a geological longitudinal profile map can be constructed to facilitate subsequent server acquisition.

[0076] For example, the seawall strata include layers I1 and I2. Layer I1, the miscellaneous fill, mainly consists of gravel, bricks, and other construction waste, along with a small amount of silty clay. It is locally distributed on the upper part of the seawall. The gravel particle size is generally 2cm to 5cm, and the thickness is generally 1.10m to 2.50m. Layer I2 mainly consists of boulders, interspersed with a small amount of gravel and silty clay. The diameter of the boulders is generally 20cm to 30cm, with a few exceeding 40cm, and the thickness is 0m to 5.20m. It is highly permeable. Analysis of the geological longitudinal profile shows that a layer of boulders exists along the entire seawall. Analysis of the geological cross profile shows that the width of the boulders layer extends to the inland side of the existing port road, and the thickness of the boulders layer is 2.5m to 5.2m. The geological composition record table is mainly obtained through borehole drilling; specific details regarding the geological composition record table are not shown here. For example, the water injection test and result record table are shown in Table 1. Table 1. Water Injection Test and Results Record Table As shown in Table 1, the start time and end time of the water injection test need to be recorded to facilitate the calculation of the permeability coefficient.

[0077] The grouting plan is obtained from the grouting plan table based on the permeability coefficient. Specifically, the table lists a one-to-one correspondence between permeability coefficients and grouting plans. The server obtains the corresponding permeability coefficient of the formation and matches it against the permeability coefficients in the grouting plan table to find the closest one. This closest permeability coefficient is then used as the reference grouting plan. The reference grouting plan is the plan corresponding to the closest permeability coefficient in the grouting plan table. After obtaining the grouting plan, grouting operations need to be performed at the initial location, and the grouting process needs to be recorded.

[0078] It should be noted that two grouting tests are required for the preliminary locations corresponding to the preliminary location information. The preliminary locations corresponding to the preliminary location information are divided into two groups. The first group of preliminary locations is designated as test section 1, and the second group of preliminary locations is designated as test section 2.

[0079] For a specific example, test section 1 has a total of 15 holes, numbered A1-1333, A2-1334, A1-1335, A2-1336, A1-1337, B1-1333, B2-1334, B1-1335, B2-1336, B1-1337 and C1-1333, C2-1334, C1-1335, C2-1336 and C1-1337. Odd-numbered holes are sequence 1 holes, and even-numbered holes are sequence 2 holes. The grouting scheme is shown in Table 2 below. Table 2 Grouting Scheme for Test Section 1 For example, assuming that the grouting scheme can be obtained by two grouting tests in this embodiment, the test section 2 has a total of 15 holes, numbered A2-1214, A1-1215, A2-1216, A1-1217, A2-1218, B2-1214, B1-1215, B2-1216, B1-1217, B2-1218 and C2-1214, C1-1215, C2-1216, C1-1217 and C2-1218. The grouting scheme is shown in Table 3. Table 3 Grouting Scheme for Test Section 2 After the initial grouting test, a secondary water injection test is required after a period of time to verify whether the grouting scheme used in the initial grouting test meets the specifications. When conducting the secondary water injection test on the initial grouting locations, it is not necessary to conduct the secondary water injection test on all initial locations. Only a certain number of initial locations from both the first and second initial locations need to be selected for the secondary water injection test. These "certain numbers" can be selected based on a specified percentage, which can be set to 80%. The specified percentage refers to the ratio of the number of initial locations in the secondary water injection test to the total number of initial locations. An equal number of locations are selected from both the first and second initial locations for the secondary water injection test. Some grouting results are shown in Table 4. Table 4 Grouting results of test section 1 and test section 2 For test section 1, one borehole was tested at both the midstream and downstream drainage outlets, and water injection tests were conducted in sections. At the midstream drainage outlet, borehole number J-1, the permeability coefficient of the test section above the 0-2m groundwater level was 3.74*10. -5 cm / s, the permeability coefficient of the test section below the 2-7.4 groundwater level is 1.27*10 cm / s. -5 cm / s, downstream well number J-2, the permeability coefficient of the test section above the 0-2m groundwater level is 3.536*10-4 cm / s, the permeability coefficient of the test section below the 2-6.3 groundwater level is 1.20*10 cm / s. -5 cm / s.

[0080] For test section 2: A borehole was tested in the middle reaches, and water injection tests were conducted in sections. The borehole number was J-3. The permeability coefficient of the test section above the 0-2m groundwater level was 2.458*10. -5 cm / s, the permeability coefficient of the test section below the 2-5.4 groundwater level is 7.81*10 cm / s. -6 cm / s.

[0081] Comparison of water injection test results showed that the permeability coefficients of the 0-2m test section on the surface of boreholes J-1, J-2, and J-3, and the test sections below 2m in boreholes J-1 and J-2, failed to reach the design permeability coefficient of 1*10⁻⁶. -5 The permeability coefficient of the test section below 2m in well J-3 meets the design requirements of cm / s.

[0082] In addition, during the test, if the core samples taken from two test sections are found to be incomplete and the filling density of the grout cannot be observed, it is recommended to excavate and inspect them.

[0083] After grouting is completed, a water injection test needs to be conducted again at the initial location where the grouting operation has been completed to obtain the new permeability coefficient of the initial location after the grouting operation to see if it meets the standard.

[0084] Step 300: Compare the analysis results with the preset results. If the analysis results are less than the preset results, mark the preliminary experimental data corresponding to the analysis results to obtain marked data.

[0085] Step 400: Obtain the label quantity ratio based on the preliminary test data and labeling data, and compare the label quantity ratio with the preset percentage.

[0086] The preset result indicates that the grouting scheme conforms to the grouting operation of the strata after grouting in the "Technical Specification for Cement Grouting Construction of Hydraulic Structures". Specifically, it can be set to 1*10. -5 cm / s, but not limited to that.

[0087] The labeled data represents data whose analysis results are less than the preset results. The labeled quantity ratio represents the ratio of the number of labeled data to the number of preliminary test data. The labeled quantity ratio is mainly used to represent the ratio of the batch of grouting tests that meet the standards of the "Technical Specification for Cement Grouting Construction of Hydraulic Structures". The preset percentage represents the minimum ratio that this grouting test can meet the standard.

[0088] In step S500, if the proportion of the number of markers is greater than the preset percentage, the corresponding actual operation plan is obtained based on the analysis results and the marker data, and the actual operation plan is displayed to the operator in a graphical interface.

[0089] The actual operation plan characterizes the specific plan for grouting operations in the area to be tested. Based on the marked data and the corresponding analysis results, the actual operation plan is obtained, including the following steps: S510, obtain the first interval difference based on the analysis results, and compare the first interval difference with the first preset interval value.

[0090] S520, if the first interval difference is greater than the first preset interval value, the average value of the analysis results corresponding to the labeled data is taken, and the control result that is closest to the average value is selected from the analysis results, and the labeled data corresponding to the control result is used as the actual operation plan.

[0091] S530, if the first interval difference is less than the first preset interval value, the analysis results corresponding to the labeled data are sorted in ascending order, and the labeled data corresponding to the first single analysis result in the sorted analysis results is taken as the actual operation plan.

[0092] The first interval difference represents the largest difference among the analysis results, and the first preset interval value represents the largest difference in permeability coefficients among the preliminary experimental data corresponding to the analysis results that can be merged. In step S510, obtaining the first interval difference based on the analysis results mainly involves arranging the analysis results in ascending or descending order, and then subtracting the first analysis result from the last analysis result in the sorted data; this difference is used as the first interval difference. In step S520, if the first interval difference is greater than the first preset interval value, the average value of the analysis results corresponding to the labeled data is taken, and control results close to the average value are selected from the analysis results. The labeled data corresponding to the control results is then used as the actual operation plan. In step S530, if the first interval difference is less than the first preset interval value, the analysis results corresponding to the labeled data are arranged in ascending order, and the labeled data corresponding to the first single analysis result in the sorted analysis results is used as the actual operation plan.

[0093] Specifically, when the permeability coefficients corresponding to the analysis results are relatively concentrated, the average value of the analysis results is directly obtained, and the labeled data corresponding to the values ​​close to the average value are selected as the actual operation plan. When the permeability coefficients corresponding to the analysis results are somewhat dispersed, the labeled data corresponding to the values ​​with smaller permeability coefficients are selected as the actual operation plan.

[0094] For example, the actual operation plan is presented to the operator through a graphical interface. This is mainly to help the operator quickly find the grouting plan that complies with the "Technical Specification for Cement Grouting Construction of Hydraulic Structures" from a large amount of data, and to ensure accuracy, thereby improving the operator's grouting operation of the seawall. The presentation can be done in a table format, but is not limited to this.

[0095] In step S600, if the proportion of the number of markers is less than the preset percentage, the test location information is obtained based on the preliminary location information corresponding to the preliminary test data, and the test location information is used as the preliminary location information. Steps S200-S400 are repeated.

[0096] In step S600 above, if the proportion of marked items is less than a preset percentage, it indicates that the results of this grouting test mostly do not meet the standards of the "Technical Specification for Cement Grouting Construction of Hydraulic Structures". Therefore, it is necessary to conduct another grouting test on the area to be tested. Through multiple grouting tests, the corresponding data is obtained level by level. Based on multiple grouting tests, a grouting plan can be quickly obtained, thereby reducing the number of grouting tests and improving the grouting operation of the seawall by the staff. The test location information and the preliminary location information both belong to the area to be tested, but they correspond to different locations.

[0097] Comparing the results of water injection tests before and after the grouting experiment, the permeability coefficient after grouting basically meets the design requirements. The current cement-filled grouting construction technology is basically feasible, and the construction plan formulated by our project team is reasonable. Through testing, the mechanical configuration and construction organization of the plan are reliable, verifying the coordination of operations and the effectiveness of production command. Based on this test, the drilling depth parameters for cement-filled grouting are: grouting section length between 6.5 and 7.5 meters, with the specific depth based on the pilot hole drilling depth. The results of this test basically meet the design requirements, and formal construction can proceed according to the construction parameters of this test hole. It should be noted that during the grouting test, the borehole pressure parameter should not exceed 0.05 MPa, and the unit dry consumption should be adjusted; it is recommended to adjust the dry consumption per meter to 0.6 kg.

[0098] In another embodiment, since different components of the formation can be obtained during drilling, as well as the specific conditions of the formation, specific grouting schemes are required for formations with cavities.

[0099] After obtaining the pre-designed grouting plan based on the preliminary location information, refer to Figure 5 It also includes the following steps: S700 obtains stratigraphic detection data based on preliminary location information.

[0100] S710: Obtain the preliminary stratigraphic state of the preliminary location based on stratigraphic detection data, and determine whether the preliminary stratigraphic state is a cavity state.

[0101] S720, if the preliminary formation condition is determined to be a cavity state, then the cavity data at the preliminary location is obtained based on the formation detection data, and the specified scheme is obtained based on the cavity data.

[0102] S730: Obtain an alternative grouting scheme according to the specified scheme, and use the alternative grouting scheme as the preset grouting scheme corresponding to the preliminary location information.

[0103] Among them, the stratigraphic detection data represents the stratigraphic composition data corresponding to the preliminary location information, and the void status represents the presence of voids in the stratigraphy at the preliminary location. The preliminary stratigraphic status includes void status and non-void status. The specified scheme represents the filling scheme formed based on the void data corresponding to the void status. The void data specifically includes the area of ​​the void and the composition of the surrounding area. By using the void data, a reasonable filling scheme is selected, and after filling the preliminary location with void status, a new replacement grouting scheme is obtained and used as the preset grouting scheme.

[0104] It should be noted that obtaining a new replacement grouting scheme mainly involves conducting a water injection test on the initial location after filling, and then obtaining the corresponding replacement permeability coefficient. The replacement grouting scheme is then obtained based on the replacement permeability coefficient.

[0105] Through experimental verification, it was found that the leakage channels in the grouting area were large. When grouting was applied on both sides, the grout material spread over a large area due to gravity flow in the pores under no pressure. The following measures were taken: 1) less grouting and more re-grouting; 2) adding water glass to the grout to shorten the grout setting time, so as to control the loss of grout and improve the grouting effect; 3) adding fine sand to areas with large cavities, with a cement-sand grouting ratio of 1:1:1, which can play a better role in backfilling and stopping water.

[0106] In another embodiment, since the geological data of the test areas corresponding to the seawall may differ, leading to a better choice of grouting scheme for each area, in order to select different grouting schemes based on the different geological data of the test areas, in another embodiment, the actual operation scheme obtained based on the marked data and the analysis results corresponding to the marked data also includes the following steps: S800 obtains geological data based on the preliminary test data corresponding to the marked data. The geological data includes soil layer types, and the marked data is divided into several different groups of test data according to the soil layer types.

[0107] S810: Obtain the actual analysis results corresponding to each set of experimental data from the analysis results corresponding to that set of experimental data.

[0108] S820 uses the marked data corresponding to the time analysis results as the actual operation plan.

[0109] Specifically, in step S800, geological data is obtained based on the preliminary test data corresponding to the marked data. The geological data includes soil layer types, and the marked data is divided into several different groups of test data according to soil layer types. In step S810, the actual analysis results corresponding to each group of test data are obtained from the analysis results corresponding to that group of test data. In step S820, the marked data corresponding to the time analysis results are used as the actual operation plan.

[0110] In another embodiment, obtaining the actual analysis result corresponding to each set of experimental data from the analysis results includes the following steps: S811, obtain the second interval difference based on the analysis results, and compare the second interval difference with the second preset interval value.

[0111] S812, if the second interval difference is greater than the second preset interval value, then the average value of the analysis results corresponding to the marked data is taken and the average value is used as the actual analysis result.

[0112] S813, if the second interval difference is less than the second preset interval value, the analysis results corresponding to the marked data are sorted in ascending order, and the data at the top of the sorted analysis results is taken as the actual analysis result.

[0113] The second interval difference represents the largest difference among the analysis results, and the second preset interval value represents the largest difference that can be used as the same set of experimental data. If the second interval difference is greater than the second preset interval value, the average value of the analysis results corresponding to the marked data is taken as the actual analysis result. If the second interval difference is less than the second preset interval value, the analysis results corresponding to the marked data are sorted in ascending order, and the data at the top of the sorted analysis results is taken as the actual analysis result.

[0114] The implementation principle is as follows: Step S100: Obtain several sets of preliminary location information based on the area to be tested, and obtain a preset grouting scheme based on the preliminary location information; Step S200: Conduct grouting tests on the preliminary locations corresponding to the preliminary location information according to the preset grouting scheme to obtain preliminary test data corresponding to the preset grouting scheme, and analyze the preliminary test data in sequence to obtain analysis results; Step S300: Compare the analysis results with preset results. If the analysis results are less than the preset results, mark the preliminary test data corresponding to the analysis results to obtain marked data; Step S400: Obtain the marked quantity ratio based on the preliminary test data and the marked data, and compare the marked quantity ratio with... A preset percentage comparison is performed; Step S500: If the percentage of the number of markers is greater than the preset percentage, the corresponding actual operation plan is obtained based on the analysis results and the marker data, and the actual operation plan is displayed to the operator in a graphical interface; Step S600: If the percentage of the number of markers is less than the preset percentage, the test location information is obtained based on the preliminary location information corresponding to the preliminary test data, and the test grouting plan corresponding to the test location information is obtained based on the preset grouting plan corresponding to the preliminary location information. The test location information is used as the preliminary location information, and the test grouting plan corresponding to the test location information is used as the preset grouting plan. Steps S200-S400 are repeated.

[0115] This application also discloses a grouting system for filling seawalls with varying water levels.

[0116] A grouting system for seawall filling under varying water levels, executing the aforementioned grouting method for seawall filling under varying water levels, specifically includes a scheme acquisition module, a first analysis module, a first processing module, a second processing module, a first execution module, and a second execution module. The scheme acquisition module acquires several sets of preliminary location information based on the area to be tested, and acquires a preset grouting scheme based on the preliminary location information. The first analysis module conducts grouting tests on the preliminary locations corresponding to the preliminary location information according to the preset grouting scheme to obtain preliminary test data corresponding to the preset grouting scheme, and analyzes the preliminary test data sequentially to obtain analysis results. The first processing module compares the analysis results with preset results; if the analysis result is less than the preset result, the preliminary test data corresponding to the analysis result is marked to obtain marked data. The second processing module acquires the marked quantity ratio based on the preliminary test data and the marked data, and compares the marked quantity ratio with a preset percentage. If the marked quantity ratio is greater than the preset percentage, the first execution module acquires the corresponding actual operation plan based on the analysis results and the marked data, and displays the actual operation plan to the operator through a graphical interface. If the proportion of the number of markers is less than a preset percentage, the first execution module is used to obtain test location information based on the preliminary location information corresponding to the preliminary test data, and to obtain a test grouting scheme corresponding to the test location information based on the preset grouting scheme corresponding to the preliminary location information. The first execution module then uses the test location information as the preliminary location information, the test grouting scheme corresponding to the test location information as the preset grouting scheme, and sends it to the first analysis module so that the first analysis module can continue processing.

[0117] The functions performed in the above-mentioned solution acquisition module, first analysis module, first processing module, second processing module, first execution module, and second execution module, as well as the technical details of each function, are the same as or similar to the corresponding features in the previously described method for filling and grouting seawalls with changing water levels. Therefore, they will not be repeated here. This application also discloses a storage medium.

[0118] The storage medium stores at least one instruction, at least one program, code set, or instruction set, and the processor loads and executes the at least one instruction, at least one program, code set, or instruction set to implement the grouting method for filling seawalls with varying water levels.

[0119] It should be understood that although the steps in the flowcharts in the accompanying drawings are shown sequentially as indicated by the arrows, these steps are not necessarily performed in the order indicated by the arrows. Unless otherwise expressly stated herein, there is no strict order in which these steps are performed, and they may be performed in other orders.

[0120] The above are all preferred embodiments of this application, and are not intended to limit the scope of protection of this application. Therefore, all equivalent changes made in accordance with the structure, shape and principle of this application should be covered within the scope of protection of this application.

Claims

1. A method for grouting seawalls with varying water levels, characterized in that, Includes the following steps: Step S100: Obtain several sets of preliminary location information based on the area to be tested, and obtain a preset grouting scheme based on the preliminary location information; Step S200: Perform a grouting test on the preliminary location corresponding to the preliminary location information according to the preset grouting plan to obtain preliminary test data corresponding to the preset grouting plan, and analyze the preliminary test data in sequence to obtain analysis results; Step S300: Compare the analysis result with the preset result. If the analysis result is less than the preset result, mark the preliminary experimental data corresponding to the analysis result to obtain the marked data. Step S400: Obtain the marker quantity ratio based on the preliminary test data and the marker data, and compare the marker quantity ratio with a preset percentage; Step S500: If the proportion of the number of markers is greater than a preset percentage, then the corresponding actual operation plan is obtained based on the analysis results and the marker data, and the actual operation plan is displayed to the operator in a graphical interface; Step S600: If the proportion of the number of markers is less than a preset percentage, then obtain the test location information based on the preliminary location information corresponding to the preliminary test data, and obtain the test grouting scheme corresponding to the test location information based on the preset grouting scheme corresponding to the preliminary location information. Then, take the test location information as the preliminary location information and the test grouting scheme corresponding to the test location information as the preset grouting scheme, and repeat steps S200-S400.

2. The method for grouting and filling seawalls with varying water levels according to claim 1, characterized in that, The process of obtaining several sets of preliminary location information based on the area to be measured includes the following steps: Based on the area to be tested, obtain the corresponding satellite image to be tested, and divide the satellite image to be tested into several actual set areas; Several test point locations are obtained based on several actual set areas, and the test point locations correspond one-to-one with the actual set areas; The positions of the points to be measured are obtained sequentially, and the point intervals are obtained based on the positions of the points to be measured. The point intervals represent the intervals between points adjacent to the positions of the points to be measured, and the point intervals include at least two values. The point intervals are obtained sequentially, and the point intervals are compared with preset intervals; If the interval between the points is less than the preset interval, then the positions of the two adjacent points to be measured corresponding to the interval are used as preliminary position information.

3. The method for filling and grouting a seawall with varying water levels according to claim 2, characterized in that, The satellite image to be tested is divided into several actually defined areas, including the following steps: The satellite image to be tested is divided into several grid regions, and vertex position information is obtained based on the grid regions; The diagonal interval is obtained based on the vertex position information, and the diagonal interval is compared with a preset interval; If the diagonal interval is less than the preset interval, then the two adjacent grid areas corresponding to the diagonal interval are taken as the actual set area. If the diagonal interval is greater than the preset interval, the two adjacent grid areas corresponding to the diagonal interval are divided into several supplementary areas, and the supplementary areas are used as the actual set areas.

4. The method for grouting and filling seawalls with varying water levels according to claim 1, characterized in that, After the proportion of the number of markers is less than a preset percentage, the following steps are also included: The analysis results and preliminary location information corresponding to the marked data are stored to obtain the grouting test plan table.

5. The method for grouting and filling seawalls with varying water levels according to claim 1, characterized in that, After obtaining the preset grouting plan based on the preliminary location information, the following steps are also included: Based on the preliminary location information, stratigraphic detection data is obtained, wherein the stratigraphic detection data represents the stratigraphic composition data of the preliminary location corresponding to the preliminary location information; Based on the stratigraphic detection data, the preliminary stratigraphic state at the preliminary location is obtained, and it is determined whether the preliminary stratigraphic state is a void state, wherein the void state indicates that there are voids in the stratigraphic state at the preliminary location. If the preliminary formation state is determined to be a cavity state, then the cavity data at the preliminary location is obtained based on the formation detection data, and a specified scheme is obtained based on the cavity data; A replacement grouting scheme is obtained according to the specified scheme, and the replacement grouting scheme is used as the preset grouting scheme corresponding to the preliminary location information.

6. The method for grouting and filling seawalls with varying water levels according to claim 1, characterized in that, The process of obtaining the corresponding practical operation plan based on the labeled data and the analysis results corresponding to the labeled data includes the following steps: Based on the analysis results, a first interval difference is obtained, which represents the largest difference in the analysis results, and the first interval difference is compared with a first preset interval value. If the first interval difference is greater than the first preset interval value, the average value of the analysis results corresponding to the labeled data is taken, and the control result closest to the average value is selected from the analysis results, and the labeled data corresponding to the control result is used as the actual operation plan. If the first interval difference is less than the first preset interval value, the analysis results corresponding to the labeled data are sorted in ascending order, and the labeled data corresponding to the first single analysis result in the sorted analysis results is taken as the actual operation plan.

7. The method for filling and grouting a seawall with varying water levels according to claim 1, characterized in that, The step of obtaining the corresponding practical operation plan based on the labeled data and the analysis results corresponding to the labeled data also includes the following steps: Geological data is obtained based on the preliminary test data corresponding to the labeled data. The geological data includes soil layer types, and the labeled data is divided into several different groups of test data according to soil layer types. Obtain the actual analysis results corresponding to each set of experimental data from the analysis results corresponding to that set of experimental data; The actual operation plan is based on the labeled data corresponding to the time analysis results.

8. The method for filling and grouting a seawall with varying water levels according to claim 7, characterized in that, Obtaining the actual analysis results corresponding to each set of experimental data from the analysis results of that set includes the following steps: Based on the analysis results, a second interval difference is obtained, which represents the largest difference in the analysis results, and the second interval difference is compared with a second preset interval value. If the second interval difference is greater than the second preset interval value, then the average value of the analysis results corresponding to the marked data is taken, and the average value is used as the actual analysis result; If the second interval difference is less than the second preset interval value, the analysis results corresponding to the marked data are sorted in ascending order, and the data at the top of the sorted analysis results is taken as the actual analysis result.

9. A grouting system for filling seawalls with varying water levels, characterized in that, The method for filling and grouting a seawall with varying water levels is described in any one of claims 1-8.

10. A storage medium, characterized in that, The storage medium stores at least one instruction, at least one program, code set, or instruction set, wherein the at least one instruction, the at least one program, the code set, or instruction set is loaded and executed by a processor to implement the variable water level seawall filling grouting method as described in any one of claims 1-8.

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