Method and equipment for processing physical and mechanical parameters of rock and soil, medium and product
By combining indoor geotechnical tests and in-situ tests, the design scheme is determined based on the target construction area. The physical and mechanical parameters of the soil and rock are corrected and interpreted, which solves the problem of insufficient parameter accuracy in the existing technology and improves the safety of engineering design and construction efficiency.
Patent Information
- Application Number
- CN202511451558.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-10-11
- Publication Date
- 2026-02-03
AI Technical Summary
The accuracy of obtaining geophysical and mechanical parameters in existing technologies is insufficient, resulting in inadequate safety and stability in engineering design, high construction risks, and low construction efficiency.
By combining indoor geotechnical tests and in-situ tests, an application design scheme is determined based on the target construction area. The obtained parameters are then corrected, processed, and extrapolated to reduce errors and improve accuracy.
By comprehensively considering indoor geotechnical tests and in-situ tests, the accuracy of geotechnical physical and mechanical parameters has been improved, ensuring the safety of engineering design and construction efficiency.
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Figure CN121457076A_ABST
Abstract
Description
Technical Field
[0001] This application relates to the field of data processing technology, and in particular to a method, equipment, medium and product for processing geotechnical physical and mechanical parameters. Background Technology
[0002] Geophysical and mechanical parameters are numerical values used to describe the physical and mechanical properties of soil and rock. By obtaining these parameters, basic data can be provided for engineering design, ensuring the safety and stability of the design, reducing construction risks, and improving construction efficiency.
[0003] In existing technologies, in-situ testing and laboratory geotechnical tests are commonly used to obtain geotechnical physical and mechanical parameters. However, the test results obtained through in-situ testing require the interpretation of empirical coefficients, which have a large range of values and are subject to regional and soil type differences. In addition, there are certain interferences during the sampling and loading process of laboratory geotechnical tests. Therefore, both methods of obtaining geotechnical physical and mechanical parameters have certain errors, resulting in insufficient accuracy of the parameters.
[0004] Therefore, the accuracy of the geophysical and mechanical parameters obtained by existing technologies is poor, and they cannot provide accurate data support for engineering design. Summary of the Invention
[0005] This application provides methods, apparatus, equipment, media, and products for processing geotechnical physical and mechanical parameters, in order to improve the accuracy of the obtained geotechnical physical and mechanical parameters.
[0006] In a first aspect, embodiments of this application provide a method for processing geotechnical physical and mechanical parameters, including:
[0007] Obtain parameter requirements and target construction area;
[0008] Based on the parameter requirements, the first physical and mechanical parameters were collected using indoor geotechnical tests, and the second physical and mechanical parameters were collected using in-situ testing methods.
[0009] Based on the target construction area, determine the target application design scheme for the corresponding indoor geotechnical testing and in-situ testing methods;
[0010] Based on the target application design scheme, the first physical and mechanical parameters and the second physical and mechanical parameters are modified to obtain the first modified parameters and the second modified parameters.
[0011] The first correction parameter is calculated to obtain the first target parameter, and the second correction parameter is interpreted to obtain the second target parameter;
[0012] The first target parameter and the second target parameter are sent to the output device to output the first target parameter and the second target parameter, which are used to provide a basis for design and construction.
[0013] In one possible implementation, based on the target construction area, a target application design scheme for corresponding indoor geotechnical testing and in-situ testing methods is determined, including:
[0014] Based on the target construction area, search the table of application design schemes for indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area to obtain the corresponding target application design scheme.
[0015] In one possible implementation, before querying the application design scheme table of indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area to obtain the target application design scheme for the area information, the method further includes:
[0016] Obtain multiple engineering geological data;
[0017] Based on multiple engineering geological data, correlation and rationality analyses were conducted on indoor geotechnical tests and in-situ testing methods to establish an application design scheme table for indoor geotechnical tests and in-situ testing methods corresponding to the pre-set construction area.
[0018] In one possible implementation, engineering geological data includes static exploration data, geotechnical data, standard penetration test and wave velocity data, and historical documents.
[0019] In one possible implementation, based on multiple engineering geological data, a correlation analysis and a rationality analysis are conducted on the indoor geotechnical tests and in-situ testing methods, including:
[0020] Multiple engineering geological data are split and processed to obtain sub-engineering geological data corresponding to multiple construction areas;
[0021] For indoor geotechnical tests and in-situ testing methods, for each construction area, based on the corresponding sub-engineering geological data, we conducted correlation analysis between static probe and civil engineering results, correlation analysis between static probe and standard penetration test results, correlation analysis between static probe and wave velocity results, and comparative analysis of geotechnical results of new and old equipment, so as to obtain the correlation difference comparison analysis results for the construction area.
[0022] Based on the comparative analysis of correlation differences in the construction areas, the application design schemes for indoor geotechnical tests and in-situ testing methods in the construction areas were determined.
[0023] In one possible implementation, parameter requirements include physical index requirements, strength index requirements, and deformation index requirements.
[0024] In one possible implementation, after sending the first target parameter and the second target parameter to the output device, the method further includes:
[0025] Obtain construction data for the target construction area;
[0026] Based on the construction data, the design scheme for the target application was revised.
[0027] In a second aspect, embodiments of this application provide a geotechnical physical and mechanical parameter processing device, including: a memory and a processor;
[0028] The memory stores the instructions that the computer executes;
[0029] The processor executes computer execution instructions stored in memory, causing the processor to perform the first aspect and / or various possible implementations of the first aspect as described above.
[0030] Thirdly, embodiments of this application provide a computer-readable storage medium storing computer-executable instructions, which, when executed by a processor, are used to implement the first aspect and / or various possible implementations of the first aspect.
[0031] Fourthly, embodiments of this application provide a computer program product, including a computer program that, when executed by a processor, implements the first aspect and / or various possible implementations of the first aspect.
[0032] This application provides a method, equipment, medium, and product for processing geotechnical physical and mechanical parameters. Based on the obtained parameter requirements, a first physical and mechanical parameter is collected using indoor geotechnical testing, and a second physical and mechanical parameter is collected using in-situ testing. Based on the obtained target construction area, a target application design scheme for the corresponding indoor geotechnical testing and in-situ testing methods is determined. According to the target application design scheme, the first and second physical and mechanical parameters are corrected to obtain a first corrected parameter and a second corrected parameter. The first corrected parameter is calculated to obtain a first target parameter, and the second corrected parameter is interpreted to obtain a second target parameter. The first and second target parameters are sent to an output device to provide a basis for design and construction. Compared to existing technologies that rely solely on in-situ testing or indoor geotechnical tests to collect geotechnical physical and mechanical parameters, this application comprehensively considers both methods based on specific needs and scenarios. It then performs correction processing to reduce errors in these parameters. Subsequently, the parameters are calculated and interpreted accordingly before being sent to an output device to provide a basis for design and construction. This improves the accuracy of the acquired geotechnical physical and mechanical parameters, thereby ensuring the safety of design and construction and enhancing construction efficiency. Attached Figure Description
[0033] The accompanying drawings, which are incorporated in and form part of this specification, illustrate embodiments consistent with this application and, together with the description, serve to explain the principles of this application.
[0034] Figure 1 A diagram illustrating the architecture of a geotechnical physical and mechanical parameter processing system provided in this application;
[0035] Figure 2 A flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application;
[0036] Figure 3 A flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application;
[0037] Figure 4 A flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application;
[0038] Figure 5 A flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application;
[0039] Figure 6 A flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application;
[0040] Figure 7 A schematic diagram of a geotechnical physical and mechanical parameter processing device provided in this application;
[0041] Figure 8 A schematic diagram of the structure of the geotechnical physical and mechanical parameter processing equipment provided in this application.
[0042] The accompanying drawings have illustrated specific embodiments of this application, which will be described in more detail below. These drawings and descriptions are not intended to limit the scope of the concept in any way, but rather to illustrate the concept of this application to those skilled in the art through reference to specific embodiments. Detailed Implementation
[0043] Exemplary embodiments will now be described in detail, examples of which are illustrated in the accompanying drawings. When the following description relates to the drawings, unless otherwise indicated, the same numbers in different drawings denote the same or similar elements. The embodiments described in the following exemplary embodiments do not represent all embodiments consistent with this application. Rather, they are merely examples of apparatuses and methods consistent with some aspects of this application as detailed in the appended claims.
[0044] It should be noted that the information and data involved in this application (including but not limited to data used for analysis, stored data, and displayed data) are all information and data authorized by the user or fully authorized by all parties. Furthermore, the collection, use, and processing of the relevant data must comply with relevant laws, regulations, and standards, and corresponding operation entry points are provided for users to choose to authorize or refuse.
[0045] Geotechnical physical and mechanical parameters provide fundamental data for engineering design, ensuring the safety and stability of the design, thereby reducing construction risks and improving construction efficiency. Therefore, obtaining accurate geotechnical physical and mechanical parameters is an important preparatory step before design and construction.
[0046] In existing technologies, in-situ testing and laboratory geotechnical tests are commonly used to obtain geotechnical physical and mechanical parameters. However, data obtained through in-situ testing requires interpretation using empirical coefficients, which have a wide range of values and vary regionally and depending on the soil type. Furthermore, laboratory geotechnical tests are subject to interference during sampling and loading. Therefore, both methods for obtaining geotechnical physical and mechanical parameters have certain errors, resulting in insufficient accuracy of the parameters.
[0047] Therefore, the existing technology suffers from poor accuracy in obtaining geotechnical physical and mechanical parameters.
[0048] To address the aforementioned issues, the core concept of this application is as follows: Based on specific parameter requirements, two methods for obtaining geotechnical physical and mechanical parameters are comprehensively considered. A target application design scheme is derived based on the target construction area. Based on this scheme, the obtained geotechnical physical and mechanical parameters are corrected to reduce errors. Subsequently, the parameters are calculated and interpreted accordingly, and then sent to an output device to provide a basis for design and construction. This improves the accuracy of the obtained geotechnical physical and mechanical parameters, thereby ensuring the safety of design and construction and enhancing construction efficiency.
[0049] Optional, Figure 1 This is a schematic diagram of a geotechnical physical and mechanical parameter processing system architecture provided in an embodiment of this application. The geotechnical physical and mechanical parameter processing system is a computer device. Figure 1 In this framework, at least one of a data acquisition device 101, a processing device 102, and a display device 103 is included.
[0050] It is understood that the structure illustrated in the embodiments of this application does not constitute a specific limitation on the architecture of the write request processing system. In other feasible embodiments of this application, the above architecture may include more or fewer components than illustrated, or combine some components, or split some components, or arrange different components, which can be determined according to the actual application scenario and is not limited here. Figure 1The components shown can be implemented in hardware, software, or a combination of both.
[0051] In the specific implementation process, the data acquisition device 101 may include an input / output interface or a communication interface, and the data acquisition device 101 can be connected to the processing device through the input / output interface or the communication interface.
[0052] The processing device 102 can determine the target application design scheme of the corresponding indoor geotechnical test and in-situ testing method based on the acquired target construction area; according to the target application design scheme, the first physical and mechanical parameters and the second physical and mechanical parameters are corrected to obtain the first corrected parameters and the second corrected parameters; the first corrected parameters are calculated to obtain the first target parameters, and the second corrected parameters are interpreted to obtain the second target parameters; the first target parameters and the second target parameters are sent to the output device.
[0053] The display device 103 can also be a touch screen or the screen of a terminal device, used to receive user commands while displaying the above-mentioned content, so as to realize interaction with the user.
[0054] It should be understood that the aforementioned processing device can be implemented by a processor reading instructions from memory and executing those instructions, or it can be implemented by a chip circuit.
[0055] Furthermore, the network architecture and business scenarios described in the embodiments of this application are for the purpose of more clearly illustrating the technical solutions of the embodiments of this application, and do not constitute a limitation on the technical solutions provided in the embodiments of this application. As those skilled in the art will know, with the evolution of network architecture and the emergence of new business scenarios, the technical solutions provided in the embodiments of this application are also applicable to similar technical problems.
[0056] The technical solution of this application and how the technical solution of this application solves the above-mentioned technical problems are described in detail below with specific embodiments. These specific embodiments can be combined with each other, and the same or similar concepts or processes may not be described again in some embodiments. The embodiments of this application will now be described with reference to the accompanying drawings.
[0057] Figure 2 A flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application is shown below. Figure 2 As shown, the method includes:
[0058] S201. Obtain parameter requirements and target construction area.
[0059] Optional parameter requirements include physical index requirements, strength index requirements, and deformation index requirements.
[0060] In this embodiment, for example, physical index requirements include the density, water content, porosity, saturation, and particle size distribution of the soil and rock; strength index requirements include compressive strength, shear strength, tensile strength, and undrained shear strength; and deformation index requirements include compression modulus, shear modulus, Poisson's ratio, expansibility, and shrinkage.
[0061] The target construction area refers to the specific address of the project site.
[0062] S202. According to the parameter requirements, the first physical and mechanical parameters are collected by indoor geotechnical tests, and the second physical and mechanical parameters are collected by in-situ testing.
[0063] In this embodiment, the indoor geotechnical tests include, but are not limited to, particle size analysis tests, density tests, moisture content tests, specific gravity tests, limit moisture content tests, compression tests, shear tests, permeability tests, and swelling tests on the soil and rock to obtain the first physical parameters corresponding to the parameter requirements.
[0064] In-situ testing refers to testing the properties of soil and rock at their original location or under in-situ conditions and stress. This includes static cone penetration tests, standard penetration tests, wave velocity tests, etc., to obtain second physical parameters corresponding to the parameter requirements.
[0065] S203. Based on the target construction area, determine the target application design scheme for the corresponding indoor geotechnical testing and in-situ testing methods.
[0066] In this embodiment, the target application design scheme includes engineering site conditions, test results, empirical formulas, etc. For example, by acquiring data from the target construction area, the experimental boundary conditions for indoor geotechnical tests and the empirical coefficients for in-situ testing can be determined, thereby obtaining the target application design scheme corresponding to the indoor geotechnical tests and in-situ testing methods.
[0067] S204. Based on the target application design scheme, the first physical and mechanical parameters and the second physical and mechanical parameters are modified to obtain the first modified parameters and the second modified parameters.
[0068] In this embodiment, the first and second physical and mechanical parameters are modified according to the target application design scheme. By verifying the rationality and correlation between the first and second physical and mechanical parameters, more accurate first and second modified parameters can be obtained, thereby improving the accuracy of the first and second modified parameters.
[0069] S205. The first correction parameter is calculated to obtain the first target parameter, and the second correction parameter is interpreted to obtain the second target parameter.
[0070] In this embodiment, the first correction parameter is calculated using the experimental boundary conditions of the indoor geotechnical test to obtain the first target parameter, and the second correction parameter is interpreted using the empirical coefficients of the in-situ test to obtain the second target parameter.
[0071] S206. Send the first target parameter and the second target parameter to the output device to output the first target parameter and the second target parameter, wherein the first target parameter and the second target parameter are used to provide a basis for design and construction.
[0072] In this embodiment, the obtained first target parameter and second target parameter are sent to the output device so that specific engineering projects can select the first target parameter and second target parameter that meet the parameter requirements, thereby selecting appropriate geotechnical physical and mechanical parameters.
[0073] In this embodiment, geotechnical physical and mechanical parameters that meet the target construction area and corresponding parameter requirements are obtained by combining indoor geotechnical tests and in-situ tests. These parameters are then corrected to improve their accuracy. The corrected geotechnical physical and mechanical parameters are then calculated and interpreted and output to the output device to provide a basis for design and construction, thereby improving the accuracy of the engineering project.
[0074] Figure 3 This is a flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application. Figure 2 Based on the embodiments shown, such as Figure 3 As shown, before determining the target application design scheme for indoor geotechnical testing and in-situ testing methods based on the target construction area in S203 above, the method further includes:
[0075] S301. Obtain multiple engineering geological data.
[0076] Optional engineering geological data include static exploration data, geotechnical data, standard penetration test and wave velocity data, and historical documents.
[0077] In this embodiment, for example, static exploration data includes cone tip resistance, sidewall friction, pore water pressure, etc. Among them, cone tip resistance reflects the density and strength of rock and soil, sidewall friction is used to evaluate the friction characteristics of rock and soil, and pore water pressure provides information on the drainage conditions of rock and soil.
[0078] Geotechnical data includes particle size distribution, shear strength parameters, compressibility and consolidation properties. Among these, particle size distribution can affect the permeability and mechanical behavior of soil and rock, shear strength parameters include internal friction angle and cohesion, and compressibility and consolidation properties are used for foundation settlement analysis.
[0079] Standard penetration test (SPT) data is used to estimate the bearing capacity and deformation characteristics of soil and rock.
[0080] Wave velocity data includes shear modulus and Poisson's ratio, soil stiffness and damping characteristics. Shear modulus and Poisson's ratio are used to assess soil deformation characteristics, while soil stiffness and damping characteristics are used to analyze seismic response.
[0081] Historical documents can refer to historical geological survey reports, historical engineering records, construction logs, and academic research materials, etc.
[0082] S302. Based on multiple engineering geological data, conduct correlation analysis and rationality analysis on indoor geotechnical tests and in-situ testing methods to establish an application design scheme table for indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area.
[0083] In this embodiment, based on multiple engineering geological data, correlation and rationality analyses are conducted on indoor geotechnical tests and in-situ testing methods. Application design schemes for indoor geotechnical tests and in-situ testing methods corresponding to multiple preset construction areas are established, forming an application design scheme table, which provides a range of application design schemes for specific projects.
[0084] The target application design scheme for determining the corresponding indoor geotechnical testing and in-situ testing methods based on the target construction area, as described in S203 above, includes:
[0085] S303. Based on the target construction area, search the table of application design schemes for indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area to obtain the corresponding target application design scheme.
[0086] In this embodiment, based on the target construction area, a suitable application design scheme for the target construction area is obtained by querying the application design scheme table of indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area. This satisfies the compatibility between the target application design scheme and the target construction area, and improves the accuracy of the engineering design.
[0087] Figure 4 This is a flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application. Figure 3 Based on the embodiments shown, such as Figure 4 As shown, the correlation analysis and rationality analysis of indoor geotechnical tests and in-situ testing methods based on multiple engineering geological data in S302 above include:
[0088] S401. Multiple engineering geological data are split and processed to obtain sub-engineering geological data corresponding to multiple construction areas.
[0089] In this embodiment, multiple engineering geological data are split and processed, and sub-engineering geological data corresponding to each construction area are selected to improve the adaptability of engineering geological data to construction areas.
[0090] S402. For indoor geotechnical tests and in-situ testing methods, for each construction area, based on the corresponding sub-engineering geological data, conduct correlation analysis between static probe and civil engineering results, correlation analysis between static probe and standard penetration test results, correlation analysis between static probe and wave velocity results, and comparative analysis of geotechnical results of new and old equipment, so as to obtain the correlation difference comparison analysis results corresponding to the construction area.
[0091] In this embodiment, for each construction area, the most recent historical documents, as well as the static test data, geotechnical data, standard penetration test (SPT) data, and wave velocity data of that construction area are obtained. Correlation analysis between static test data and civil engineering results, correlation analysis between static test data and SPT results, correlation analysis between static test data and wave velocity data, and comparative analysis of geotechnical data of new and old equipment are performed to obtain the correlation difference comparison analysis results for the construction area.
[0092] S403. Based on the correlation difference comparison analysis results of the construction area, determine the application design scheme of indoor geotechnical test and in-situ testing methods for the construction area.
[0093] In this embodiment, based on the correlation difference comparison analysis results of the construction area, the application design scheme with the highest matching degree with the construction area is selected from the application design scheme table, and the application design scheme with the highest matching degree with the construction area is used as the application design scheme for the indoor geotechnical test and in-situ test method corresponding to the construction area.
[0094] In this embodiment, by splitting multiple engineering geological data, sub-engineering geological data corresponding to multiple construction areas are obtained, ensuring the accuracy of the sub-engineering geological data. Through the sub-engineering geological data, the correlation difference comparison analysis results corresponding to the construction areas are obtained. Based on the correlation difference comparison analysis results, the application design scheme of indoor geotechnical test and in-situ test methods corresponding to the construction areas is selected, thereby reducing errors and improving the accuracy of the application design scheme.
[0095] Figure 5 This is a flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application. Figure 2 Based on the embodiments shown, such as Figure 5 As shown, after sending the first target parameter and the second target parameter to the output device in S206 above, the method further includes:
[0096] S501. Obtain construction data for the target construction area.
[0097] In this embodiment, for example, the target construction area can be the marine sedimentary layer area for the deep-sea suction jacket foundation, and the construction data can be geological survey data, historical construction records, field test data, construction environmental conditions, design and construction specifications, geological characteristics of the target construction area, etc.
[0098] S502. Based on the construction data, revise the target application design scheme.
[0099] In this embodiment, the target application design scheme is applied to the target construction area to obtain new geotechnical physical and mechanical parameters. The target application design scheme is then modified using the new geotechnical physical and mechanical parameters to obtain a target application design scheme suitable for the target construction area.
[0100] In this embodiment, by acquiring construction data of the target construction area, the target application design scheme is modified, further improving the accuracy of geotechnical physical and mechanical parameters, and providing a foundation for precise design and construction of the project.
[0101] Optionally, Figure 6 This is a flowchart illustrating a method for processing geotechnical physical and mechanical parameters provided in this application. Figure 4 Based on the embodiments shown, such as Figure 6 As shown, for each target construction area, including:
[0102] Collect engineering geological data;
[0103] In this embodiment, collecting engineering geological data includes collecting static penetration data, geotechnical data, standard penetration test and wave velocity data, and reviewing historical literature.
[0104] Based on engineering geological data, correlation analysis was conducted between static exploration and civil engineering results, between static exploration and standard penetration test results, between static exploration and wave velocity results, and between new and old equipment geotechnical results, to obtain the results of correlation difference comparison analysis.
[0105] Based on the results of the correlation difference comparison analysis, the applicable empirical relationships for the target construction area are derived.
[0106] By applying the applicable empirical relationships for the target construction area to the engineering project, the latest geotechnical physical and mechanical parameters are obtained. Using the latest geotechnical physical and mechanical parameters, the correlation analysis between static test and civil engineering results, the correlation analysis between static test and standard penetration test results, the correlation analysis between static test and wave velocity results, and the comparative analysis of geotechnical results of new and old equipment are verified, and the results of the revised correlation difference comparison analysis are obtained.
[0107] Figure 7 This is a schematic diagram of the geotechnical physical and mechanical parameter processing device provided in this application. Figure 7As shown, the geotechnical physical and mechanical parameter processing device includes:
[0108] The acquisition module 701 is used to acquire parameter requirements and the target construction area.
[0109] Optional parameter requirements include physical index requirements, strength index requirements, and deformation index requirements.
[0110] The acquisition module 702 is used to acquire the first physical and mechanical parameters by means of indoor geotechnical tests and the second physical and mechanical parameters by means of in-situ testing, according to the parameter requirements.
[0111] The determination module 703 is used to determine the target application design scheme of the corresponding indoor geotechnical test and in-situ testing methods based on the target construction area.
[0112] The first processing module 704 is used to modify the first physical and mechanical parameters and the second physical and mechanical parameters according to the target application design scheme to obtain the first modified parameters and the second modified parameters.
[0113] The second processing module 705 is used to calculate the first correction parameter to obtain the first target parameter, and to interpret the second correction parameter to obtain the second target parameter.
[0114] The output module 707 is used to send the first target parameter and the second target parameter to the output device to output the first target parameter and the second target parameter, wherein the first target parameter and the second target parameter are used to provide a basis for design and construction.
[0115] Optionally, the determining module 703 is also specifically used for:
[0116] Based on the target construction area, search the table of application design schemes for indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area to obtain the corresponding target application design scheme.
[0117] Optionally, before querying the application design scheme table of indoor geotechnical tests and in-situ testing methods corresponding to the target construction area to obtain the target application design scheme corresponding to the area information, the above device further includes:
[0118] The acquisition module is used to acquire multiple engineering geological data.
[0119] Optional engineering geological data include static exploration data, geotechnical data, standard penetration test and wave velocity data, and historical documents.
[0120] The analysis module performs correlation and rationality analysis on indoor geotechnical tests and in-situ testing methods based on multiple engineering geological data, in order to establish an application design scheme table for indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area.
[0121] Optionally, the analysis module is also specifically used for:
[0122] Multiple engineering geological data are split and processed to obtain sub-engineering geological data corresponding to multiple construction areas;
[0123] For indoor geotechnical tests and in-situ testing methods, for each construction area, based on the corresponding sub-engineering geological data, we conducted correlation analysis between static probe and civil engineering results, correlation analysis between static probe and standard penetration test results, correlation analysis between static probe and wave velocity results, and comparative analysis of geotechnical results of new and old equipment, so as to obtain the correlation difference comparison analysis results for the construction area.
[0124] Based on the comparative analysis of correlation differences in the construction areas, the application design schemes for indoor geotechnical tests and in-situ testing methods in the construction areas were determined.
[0125] Optionally, after sending the first target parameter and the second target parameter to the output device, the above-mentioned apparatus further includes:
[0126] The acquisition module is used to acquire construction data for the target construction area;
[0127] The correction module is used to correct the design scheme of the target application based on the construction data.
[0128] Figure 8 This is a schematic diagram of the geotechnical physical and mechanical parameter processing equipment provided in this application. Figure 8 As shown, the electronic device 80 provided in this embodiment includes at least one processor 801 and a memory 802. Optionally, the device 80 further includes a communication component 803. The processor 801, memory 802, and communication component 803 are connected via a bus 804.
[0129] In a specific implementation, at least one processor 801 executes computer execution instructions stored in memory 802, causing at least one processor 801 to perform the above-described method.
[0130] The specific implementation process of processor 801 can be found in the above method embodiments, and its implementation principle and technical effect are similar. It will not be repeated here.
[0131] In the above embodiments, it should be understood that the processor can be a Central Processing Unit (CPU), or other general-purpose processors, digital signal processors (DSPs), application-specific integrated circuits (ASICs), etc. The general-purpose processor can be a microprocessor or any conventional processor. The steps of the method disclosed in this invention can be directly implemented by a hardware processor, or implemented by a combination of hardware and software modules within the processor.
[0132] The memory may include random access memory (RAM) and may also include non-volatile memory (NVM), such as at least one disk storage device.
[0133] The bus can be an Industry Standard Architecture (ISA) bus, a Peripheral Component Interconnect (PCI) bus, or an Extended Industry Standard Architecture (EISA) bus, etc. Buses can be categorized as address buses, data buses, control buses, etc. For ease of illustration, the buses shown in the accompanying drawings are not limited to a single bus or a single type of bus.
[0134] This application also provides a computer program product, including a computer program that, when executed by a processor, implements the above-described method.
[0135] This application also provides a computer-readable storage medium storing computer-executable instructions, which, when executed by a processor, implement the above-described method.
[0136] The aforementioned readable storage medium can be implemented by any type of volatile or non-volatile storage device or a combination thereof, such as static random access memory (SRAM), electrically erasable programmable read-only memory (EEPROM), erasable programmable read-only memory (EPROM), programmable read-only memory (PROM), read-only memory (ROM), magnetic storage, flash memory, magnetic disk, or optical disk. The readable storage medium can be any available medium accessible to a general-purpose or special-purpose computer.
[0137] An exemplary readable storage medium is coupled to a processor, enabling the processor to read information from and write information to the readable storage medium. Of course, the readable storage medium can also be a component of the processor. The processor and the readable storage medium can reside in an Application Specific Integrated Circuit (ASIC). Alternatively, the processor and the readable storage medium can exist as discrete components in the device.
[0138] The division of units is merely a logical functional division; in actual implementation, there may be other division methods. For example, multiple units or components may be combined or integrated into another system, or some features may be ignored or not executed. Furthermore, the coupling or direct coupling or communication connection shown or discussed may be indirect coupling or communication connection through some interfaces, devices, or units, and may be electrical, mechanical, or other forms.
[0139] The units described as separate components may or may not be physically separate. The components shown as units may or may not be physical units; that is, they may be located in one place or distributed across multiple network units. Some or all of the units can be selected to achieve the purpose of this embodiment according to actual needs.
[0140] In addition, the functional units in the various embodiments of the present invention can be integrated into one processing unit, or each unit can exist physically separately, or two or more units can be integrated into one unit.
[0141] If a function is implemented as a software functional unit and sold or used as an independent product, it can be stored in a computer-readable storage medium. Based on this understanding, the technical solution of this invention, or the part that contributes to the prior art, or a part of the technical solution, can be embodied in the form of a software product. This computer software product is stored in a storage medium and includes several instructions to cause a computer device (which may be a personal computer, server, or network device, etc.) to execute all or part of the steps of the methods of the various embodiments of this invention. The aforementioned storage medium includes various media capable of storing program code, such as USB flash drives, portable hard drives, read-only memory (ROM), random access memory (RAM), magnetic disks, or optical disks.
[0142] Those skilled in the art will understand that all or part of the steps of the above-described method embodiments can be implemented by hardware related to program instructions. The aforementioned program can be stored in a computer-readable storage medium. When executed, the program performs the steps of the above-described method embodiments; and the aforementioned storage medium includes various media capable of storing program code, such as ROM, RAM, magnetic disks, or optical disks.
[0143] Finally, it should be noted that other embodiments of the invention will readily occur to those skilled in the art upon consideration of the specification and practice of the invention disclosed herein. This invention is intended to cover any variations, uses, or adaptations of the invention that follow the general principles of the invention and include common knowledge or customary techniques in the art not disclosed herein, and is not limited to the precise structures described above and shown in the accompanying drawings, and various modifications and changes can be made without departing from its scope. The scope of the invention is limited only by the appended claims.
Claims
1. A method for processing physical and mechanical parameters of soil and rock, characterized in that, Applied to a computer device, the method includes: Obtain parameter requirements and target construction area; Based on the parameter requirements, the first physical and mechanical parameters were collected using indoor geotechnical tests, and the second physical and mechanical parameters were collected using in-situ testing methods. Based on the target construction area, determine the target application design scheme for the corresponding indoor geotechnical tests and in-situ testing methods; According to the target application design scheme, the first physical and mechanical parameters and the second physical and mechanical parameters are modified to obtain the first modified parameters and the second modified parameters. The first correction parameter is calculated to obtain the first target parameter, and the second correction parameter is interpreted to obtain the second target parameter. The first target parameter and the second target parameter are sent to the output device to output the first target parameter and the second target parameter, wherein the first target parameter and the second target parameter are used to provide a basis for design and construction.
2. The method according to claim 1, characterized in that, The step of determining the target application design scheme for corresponding indoor geotechnical testing and in-situ testing methods based on the target construction area includes: Based on the target construction area, the corresponding target application design scheme is obtained by querying the table of application design schemes for indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area.
3. The method according to claim 2, characterized in that, Before querying the application design scheme table of indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area to obtain the target application design scheme corresponding to the area information, the method further includes: Obtain multiple engineering geological data; Based on the aforementioned engineering geological data, a correlation analysis and a rationality analysis are conducted on the indoor geotechnical tests and the in-situ testing methods to establish an application design scheme table for indoor geotechnical tests and in-situ testing methods corresponding to the preset construction area.
4. The method according to claim 3, characterized in that, The engineering geological data includes static exploration data, geotechnical data, standard penetration test (SPT) and wave velocity data, and historical documents.
5. The method according to claim 3, characterized in that, The process of performing correlation and rationality analysis on the indoor geotechnical tests and the in-situ testing methods based on the multiple engineering geological data includes: The multiple engineering geological data are split into sub-engineering geological data corresponding to multiple construction areas; For the indoor geotechnical tests and the in-situ testing methods, for each construction area, based on the corresponding sub-engineering geological data, correlation analysis between static probe and civil engineering results, correlation analysis between static probe and standard penetration test results, correlation analysis between static probe and wave velocity results, and comparative analysis of geotechnical results of new and old equipment are conducted to obtain the correlation difference comparison analysis results corresponding to the construction area. Based on the correlation difference comparison analysis results of the construction area, the application design scheme of indoor geotechnical test and in-situ testing methods for the construction area is determined.
6. The method according to any one of claims 1 to 5, characterized in that, The parameter requirements include physical index requirements, strength index requirements, and deformation index requirements.
7. The method according to any one of claims 1 to 5, characterized in that, After sending the first target parameter and the second target parameter to the output device, the method further includes: Obtain construction data for the target construction area; Based on the construction data, the target application design scheme is revised.
8. A device for processing physical and mechanical parameters of soil and rock, characterized in that, include: At least one processor; as well as A memory communicatively connected to the at least one processor; wherein, The memory stores instructions that can be executed by the at least one processor, which, when executed by the at least one processor, enables the at least one processor to perform the geotechnical physical and mechanical parameter processing method as described in any one of claims 1 to 7.
9. A computer-readable storage medium, characterized in that, The computer-readable storage medium stores computer-executable instructions, which, when executed by a processor, are used to implement the geotechnical physical and mechanical parameter processing method as described in any one of claims 1 to 7.
10. A computer program product, comprising a computer program, characterized in that, When executed by a processor, the computer program implements the geotechnical physical and mechanical parameter processing method according to any one of claims 1 to 7.