A soil penetration damage test system and method for foundation pit support and waterproofing system

Abstract

The present invention discloses a soil penetration and destruction test system and method for a foundation pit support and waterproofing system, which relates to the field of physical analysis technology. First, the construction environment data of the target foundation pit support and waterproofing system construction area is collected, the foundation pit support test parameters are preliminarily adjusted and early warning processing is performed, effectively reducing the foundation pit support test error caused by environmental changes, and then the soil penetration and destruction test of the preliminarily adjusted foundation pit support test structure is monitored in real time to obtain the waterproof performance analysis results of the foundation pit support test structure, which helps to improve the accuracy of the waterproof performance test. Then, the support structure analysis results of the foundation pit support test structure are analyzed to help optimize the support structure configuration. Finally, optimization early warning is performed and the soil penetration and destruction test is monitored and configured, so that the test parameters can be adjusted in time, thereby improving the accuracy and safety of the soil penetration and destruction test.

Description

Technical Field

[0001] The present invention relates to the field of physical analysis technology, and in particular to a soil penetration and damage test system and method for a foundation pit support and waterproofing system. Background Art

[0002] In the field of foundation pit support and waterproofing systems, as a crucial component of underground engineering construction, foundation pit support involves complex soil environments and variable water conditions. Addressing soil infiltration is crucial. Soil infiltration failure tests, by simulating different infiltration scenarios, can accurately assess the reliability of waterproofing systems and the stability of soil structures. This helps identify potential risk points in advance and implement optimization and improvements, thereby improving the effectiveness of waterproofing projects and reducing damage to underground structures caused by leakage and water damage, thereby enhancing the stability and safety of foundation pit support structures in practical applications.

[0003] Prior art includes a tailings pond seepage damage simulation test device and test method disclosed in the invention patent announcement with the publication number CN115979923B. The test box of the test device is sealed and fixed to the upper end of the test platform. The water level regulating box and the return water tank of the test box are adjacent to the wall panel of the tailings construction box and are provided with several water holes and equipped with water stop plugs. The tailings pond accumulation model is constructed in proportion within the tailings construction box according to the principle of geometric similarity of the actual accumulation dam. The adjustable rainfall system is installed on the inner wall of the tailings construction box. The soluble channel components and sensor components are buried in the tailings pond accumulation model in layers and intervals. The camera is installed above the tailings construction box. The receiver component of the data acquisition system is electrically connected to the sensor component and the camera respectively. The test method includes preparation of the tailings pond accumulation model, self-inspection of each component, saturation of the tailings pond accumulation model, preparation of the soluble channel, simulated rainfall, and data acquisition.

[0004] Prior art, such as a soil penetration and destruction test system and method for a foundation pit support and water-stopping system disclosed in a patent application with publication number CN119023527A. The test system includes: a test soil sample simulation device, a water supply device, a data monitoring device, and an image acquisition device. The test soil sample simulation device can be divided into a water inlet area, a soil sample area, a support and water-stopping system leakage simulation component, and a drainage area. The water supply device includes a lifting assembly and a water supply assembly. The lifting assembly is suitable for driving the water supply assembly to move up and down. The water supply assembly is connected to the water inlet area through a water supply hose to provide a constant water head height for the test soil sample. The data monitoring device is used to record the pore water pressure of the test soil sample and the outlet flow of the drainage area. The image acquisition device includes a high-pixel camera and a camera tripod, which is used to record the image data of the test soil sample in real time.

[0005] Combined with the above scheme, it is found that currently in the field of soil permeability and damage test technology, only the leakage of the foundation pit support and water-stopping system is usually analyzed. However, the leakage test of the foundation pit support and water-stopping system will be affected by various factors such as soil structure, which makes the soil permeability characteristics and leakage process have great uncertainty. It is impossible to effectively control the external variables in the test environment, which may lead to poor repeatability of the test results and affect the reliability and accuracy of the test data. Summary of the Invention

[0006] In view of the deficiencies in the prior art, the present invention provides a soil penetration and damage test system and method for a foundation pit support and waterproofing system, which can effectively solve the problems involved in the above-mentioned background technology.

[0007] To achieve the above objectives, the present invention is implemented through the following technical solutions: a soil penetration and damage test system for a foundation pit support and waterproofing system, including a preliminary adjustment module for a support structure, which is used to collect construction environment data of the target foundation pit support and waterproofing system construction area, make preliminary adjustments to the foundation pit support test parameters and perform early warning processing.

[0008] The waterproof performance analysis module is used to conduct real-time monitoring of the soil penetration damage test of the foundation pit support test structure after preliminary adjustment, and obtain the waterproof performance analysis results of the foundation pit support test structure.

[0009] The support structure analysis module is used to synchronously monitor the support structure of the foundation pit support test structure and obtain the support structure analysis results of the foundation pit support test structure.

[0010] The optimized early warning configuration module is used to optimize early warning and monitor the soil penetration damage test according to the waterproof performance analysis results of the foundation pit support test structure and the support structure analysis results.

[0011] Furthermore, the construction environment data of the target foundation pit support and waterproofing system construction area are collected, and the specific process is: the construction environment data of the target foundation pit support and waterproofing system construction area include the average soil infiltration rate, the maximum groundwater level fluctuation, the average displacement of the support structure, the average pressure of the support structure and the average vibration frequency of the support structure in the target foundation pit support and waterproofing system construction area.

[0012] Based on the construction environment data of the target foundation pit support and waterproofing system construction area, the construction environment anomaly assessment value of the target foundation pit support and waterproofing system construction area is obtained. The construction environment anomaly assessment value of the target foundation pit support and waterproofing system construction area is used to quantify the stability of the construction environment soil and support structure.

[0013] Furthermore, the foundation pit support test parameters are preliminarily adjusted and early warning processing is performed. The specific process is: the construction environment abnormality assessment value of the target foundation pit support waterproofing system construction area is compared with the set construction environment abnormality assessment threshold to obtain a preliminary adjustment result, and the preliminary adjustment result includes executing the preliminary adjustment and not executing the preliminary adjustment.

[0014] If the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area is lower than or equal to the set construction environment abnormality assessment threshold, the preliminary adjustment result will be marked as not executing preliminary adjustment, and the soil penetration damage test will continue to be carried out with the current foundation pit support test duration period; otherwise, the preliminary adjustment result will be marked as executing preliminary adjustment, and the difference between the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area and the set construction environment abnormality assessment threshold will be recorded as the foundation pit support test adjustment control value.

[0015] The foundation pit support test duration is obtained according to the foundation pit support test adjustment control value, and the foundation pit support test duration is initially adjusted, and the preliminary adjustment result is sent to the management terminal for early warning.

[0016] Furthermore, the soil seepage failure test of the foundation pit support test structure after the preliminary adjustment is monitored in real time. The specific process is: the soil seepage failure test of the foundation pit support test structure after the preliminary adjustment is monitored in real time, and the soil seepage data of the foundation pit support test structure are counted. The soil seepage data of the foundation pit support test structure include the seepage rate, pore water pressure and seepage water flow of the foundation pit support test structure.

[0017] A comprehensive analysis is performed on the soil permeability data of the foundation pit support test structure to obtain a waterproof performance evaluation value of the foundation pit support test structure, and the waterproof performance evaluation value of the foundation pit support test structure is used to quantify the waterproof effect of the foundation pit support test structure.

[0018] Furthermore, the waterproof performance analysis result of the foundation pit support test structure is obtained, and the specific process is: the waterproof performance analysis result of the foundation pit support test structure includes qualified waterproof performance and unqualified waterproof performance.

[0019] The waterproof performance evaluation value of the foundation pit support test structure is compared with the set waterproof performance evaluation threshold. If the waterproof performance evaluation value of the foundation pit support test structure is higher than or equal to the set waterproof performance evaluation threshold, the waterproof performance analysis result of the foundation pit support test structure is marked as qualified waterproof performance; otherwise, the waterproof performance analysis result of the foundation pit support test structure is marked as unqualified waterproof performance.

[0020] Furthermore, the synchronous monitoring of the support structure of the foundation pit support test structure specifically involves the following process: collecting support structure data of the foundation pit support test structure, wherein the support structure data of the foundation pit support test structure include the average displacement of the support structure of the foundation pit support test structure, the average inclination angle of the support structure, the average number of cracks in the support structure, and the pore water pressure.

[0021] A comprehensive analysis is performed based on the support structure data of the foundation pit support test structure to obtain a support structure evaluation value of the foundation pit support test structure. The support structure evaluation value of the foundation pit support test structure is used to quantify the overall stability of the foundation pit support test structure under the influence of external environmental factors.

[0022] Furthermore, the analysis obtains a support structure analysis result of the foundation pit support test structure, and the specific process is: the support structure analysis result of the foundation pit support test structure includes a qualified support structure and an unqualified support structure.

[0023] The support structure evaluation value of the foundation pit support test structure is compared with the set support structure evaluation threshold. If the support structure evaluation value of the foundation pit support test structure is higher than or equal to the set support structure evaluation threshold, the support structure analysis result of the foundation pit support test structure is marked as a qualified support structure; otherwise, the support structure analysis result of the foundation pit support test structure is marked as an unqualified support structure.

[0024] Furthermore, the optimization early warning and monitoring configuration of the soil penetration damage test are carried out. The specific process is: extracting the waterproof performance analysis results of the foundation pit support test structure and the support structure analysis results of the foundation pit support test structure. If the waterproof performance analysis result of the foundation pit support test structure is that the waterproof performance is qualified, then continue to monitor the soil penetration damage test with the current data monitoring configuration. If the waterproof performance analysis result of the foundation pit support test structure is that the waterproof performance is unqualified, then according to the preset number of monitoring points, the soil penetration damage test is configured for data monitoring, and the waterproof performance analysis results are sent to the management terminal for waterproof performance optimization and early warning.

[0025] If the support structure analysis result of the foundation pit support test structure is that the support structure is qualified, the soil penetration damage test will continue to be monitored with the current support structure parameter configuration. If the support structure analysis result of the foundation pit support test structure is that the support structure is unqualified, the support structure analysis result will be sent to the management terminal for support structure optimization early warning.

[0026] Furthermore, the support structure evaluation value of the foundation pit support test structure is specifically analyzed under the following conditions:

[0027] Where α represents the support structure assessment value of the foundation pit support test structure, A1 represents the average displacement of the support structure of the foundation pit support test structure, θ1 represents the correction factor corresponding to the set unit support structure displacement, A2 represents the average inclination angle of the support structure of the foundation pit support test structure, θ2 represents the correction factor corresponding to the set unit support structure inclination angle, A3 represents the average number of cracks in the support structure of the foundation pit support test structure, θ3 represents the correction factor corresponding to the set number of cracks per unit support structure, A4 represents the pore water pressure of the foundation pit support test structure, ΔA4 represents the set defined pore water pressure, and e represents a natural constant.

[0028] The second aspect of the present invention includes a soil penetration and damage test method for a foundation pit support and waterproofing system, which is characterized by comprising: collecting construction environment data of a target foundation pit support and waterproofing system construction area, making preliminary adjustments to foundation pit support test parameters, and performing early warning processing.

[0029] The soil penetration failure test of the foundation pit support test structure after preliminary adjustment was monitored in real time to obtain the waterproof performance analysis results of the foundation pit support test structure.

[0030] The support structure of the foundation pit support test structure is monitored synchronously, and the support structure analysis results of the foundation pit support test structure are obtained through analysis.

[0031] Based on the waterproof performance analysis results of the foundation pit support test structure and the support structure analysis results, optimized early warning is carried out and monitoring configuration of the soil penetration damage test is carried out.

[0032] The present invention has the following beneficial effects:

[0033] (1) The present invention provides a soil penetration and destruction test system for a foundation pit support and waterproofing system. First, the construction environment data of the target foundation pit support and waterproofing system construction area is collected and processed to improve the reliability of the soil penetration and destruction test. Then, the soil penetration and destruction test of the foundation pit support test structure after preliminary adjustment is monitored in real time, so that the permeability changes of the soil can be discovered in time. Finally, optimization and early warning are performed and the soil penetration and destruction test is monitored and configured to improve the safety of the foundation pit support and waterproofing system.

[0034] (2) The present invention makes preliminary adjustments to the foundation pit support test parameters and performs early warning processing, which improves the pertinence of the soil penetration damage test to the actual situation of the current construction environment, thereby improving the accuracy and reliability of the soil penetration damage test data. By making preliminary adjustments to the foundation pit support test parameters and performing early warning processing, foundation pit accidents caused by soil penetration damage are effectively reduced, thereby improving the safety of construction personnel.

[0035] (3) The present invention conducts real-time monitoring of the soil penetration damage test of the foundation pit support test structure after preliminary adjustment, and can accurately capture the changes of the foundation pit support structure under different working conditions, and then adjust the parameter settings of the soil penetration damage test according to the actual state of the support structure, thereby reducing the test error caused by inaccurate environmental conditions, improving the accuracy and reliability of the test data, and effectively analyzing the potential risks of soil penetration damage.

[0036] (4) The present invention optimizes early warning and monitors the soil penetration damage test, which helps to reduce the impact of environmental interference on the soil penetration damage test. By combining the waterproof performance analysis results of the support structure, it can effectively reduce the construction risks caused by support structure failure or soil penetration problems, thereby improving the safety and stability of the construction process, effectively avoiding the safety hazards caused by penetration damage, and reducing the number of subsequent repairs and maintenance.

[0037] Of course, any product implementing the present invention does not necessarily need to achieve all of the advantages described above at the same time. BRIEF DESCRIPTION OF THE DRAWINGS

[0038] Figure 1 This is a schematic diagram of system module connections of the present invention.

[0039] Figure 2 Schematic diagram of the method of the present invention. DETAILED DESCRIPTION

[0040] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0041] See also Figure 1 As shown, an embodiment of the present invention provides a technical solution: a soil penetration and damage test system for a foundation pit support and waterproofing system, including a support structure preliminary adjustment module, which is used to collect construction environment data of the target foundation pit support and waterproofing system construction area, and to make preliminary adjustments to the foundation pit support test parameters and perform early warning processing.

[0042] The waterproof performance analysis module is used to conduct real-time monitoring of the soil penetration damage test of the foundation pit support test structure after preliminary adjustment, and obtain the waterproof performance analysis results of the foundation pit support test structure.

[0043] The support structure analysis module is used to synchronously monitor the support structure of the foundation pit support test structure and obtain the support structure analysis results of the foundation pit support test structure.

[0044] The optimized early warning configuration module is used to optimize early warning and monitor the soil penetration damage test according to the waterproof performance analysis results of the foundation pit support test structure and the support structure analysis results.

[0045] Specifically, the construction environment data of the target foundation pit support and waterproofing system construction area are collected. The specific process is: the construction environment data of the target foundation pit support and waterproofing system construction area include the average soil infiltration rate, the maximum groundwater level fluctuation, the average displacement of the support structure, the average pressure of the support structure and the average vibration frequency of the support structure in the target foundation pit support and waterproofing system construction area.

[0046] It should be added that the support structure includes but is not limited to steel sheet pile support, anchor cables, retaining wall support, struts and support trusses.

[0047] It should be noted that the construction environment data of the target foundation pit support and waterproofing system construction area are measured before the soil penetration damage test is carried out. The average soil penetration rate of the target foundation pit support and waterproofing system construction area refers to the ability of water to pass through the soil per unit time. The permeameter, water level meter, displacement sensor, pressure sensor and vibration sensor can be used to measure the soil penetration rate, groundwater level, average displacement of the support structure, support structure pressure and support structure vibration frequency of the target foundation pit support and waterproofing system construction area respectively, and then obtain the average soil penetration rate, maximum groundwater level fluctuation, average displacement of the support structure, average pressure of the support structure and average vibration frequency of the support structure in the target foundation pit support and waterproofing system construction area.

[0048] It should be noted that the maximum groundwater level fluctuation in the target foundation pit support and waterproofing system construction area usually refers to the difference between the maximum and minimum groundwater levels within a certain period of time. The groundwater level is measured regularly in monitoring wells around the target foundation pit support and waterproofing system construction area. Through historical data and continuous water level monitoring, the maximum groundwater level fluctuation in the target foundation pit support and waterproofing system construction area can be obtained. The displacement of the support structure in the target foundation pit support and waterproofing system construction area refers to the displacement relative to the initial position of the support structure itself. The average value of the displacement of all support structures is taken to obtain the average displacement of the support structure in the target foundation pit support and waterproofing system construction area.

[0049] Based on the construction environment data of the target foundation pit support and waterproofing system construction area, the construction environment anomaly assessment value of the target foundation pit support and waterproofing system construction area is obtained. The construction environment anomaly assessment value of the target foundation pit support and waterproofing system construction area is used to quantify the stability of the construction environment soil and support structure.

[0050] In this embodiment, the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area can be obtained by the following analysis method, and the specific analysis conditions are as follows:

[0051]

[0052] In the formula, β represents the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area, B1 represents the average soil infiltration rate in the target foundation pit support and waterproofing system construction area, ΔB1 ​​represents the set defined average soil infiltration rate, B2 represents the maximum groundwater level fluctuation in the target foundation pit support and waterproofing system construction area, μ2 represents the weight factor corresponding to the set maximum groundwater level fluctuation per unit, B3 represents the average displacement of the support structure in the target foundation pit support and waterproofing system construction area, μ3 represents the weight factor corresponding to the set unit support structure displacement, B4 represents the average pressure of the support structure in the target foundation pit support and waterproofing system construction area, μ4 represents the weight factor corresponding to the set unit support structure pressure, B5 represents the average vibration frequency of the support structure in the target foundation pit support and waterproofing system construction area, μ5 represents the weight factor corresponding to the set unit support structure vibration frequency, and e represents a natural constant.

[0053] It should be noted that a higher average soil infiltration rate means that water can pass through the soil layer more easily, which may cause large fluctuations in the water level in the foundation pit, affecting the stability of the foundation pit support structure and the construction environment abnormality assessment value is also larger. A larger maximum groundwater level fluctuation usually means that the groundwater changes more drastic, and the construction environment abnormality assessment value is also larger. The larger the average displacement of the support structure, the greater the problem of the support structure in terms of stress or deformation, which will also lead to an increase in the construction environment abnormality assessment value. The greater the average pressure of the support structure, the more likely it is that the bearing capacity of the soil around the foundation pit may be insufficient, and the construction environment abnormality assessment value is also larger. The greater the average vibration frequency of the support structure, the more likely it is that there is a strong groundwater flow around the foundation pit, which may affect the stability of the support structure and increase the construction environment abnormality assessment value.

[0054] It should be added that, in this embodiment, the weight factor corresponding to the preset maximum value of the unit groundwater level fluctuation, the weight factor corresponding to the unit support structure displacement, the weight factor corresponding to the unit support structure pressure, and the weight factor corresponding to the unit support structure vibration frequency are obtained from the seepage damage test database.

[0055] It should be explained that the weight factors corresponding to the maximum value of unit groundwater level fluctuation, unit support structure displacement, unit support structure pressure and unit support structure vibration frequency are respectively used to adjust the importance of the maximum value of unit groundwater level fluctuation, unit support structure average displacement, unit support structure average pressure and unit support structure vibration frequency in the target foundation pit support and waterproofing system construction area in the process of analyzing and obtaining the construction environment abnormality assessment value. There is a pre-set mapping relationship between the real-time construction environment data of the target foundation pit support and waterproofing system construction area and the corresponding weight factors in the penetration damage test database. The pre-set mapping relationship can be used to match the weight factors corresponding to the real-time construction environment data of the target foundation pit support and waterproofing system construction area. For example, the maximum value of unit groundwater level fluctuation, unit support structure average displacement, unit support structure average pressure and unit support structure vibration frequency in the target foundation pit support and waterproofing system construction area are matched with the pre-set mapping relationship to obtain the weight factors corresponding to the maximum value of unit groundwater level fluctuation, unit support structure displacement, unit support structure pressure and unit support structure vibration frequency.

[0056] In this implementation plan, there is a correlation between the average soil infiltration rate, the maximum groundwater level fluctuation, the average displacement of the support structure, the average pressure of the support structure and the average vibration frequency of the support structure in the target foundation pit support and waterproofing system construction area, and they do not exist independently. For example, the maximum groundwater level fluctuation will affect the fluidity of the groundwater, thereby changing the permeability of the soil, and further affecting the overall performance of the foundation pit support and waterproofing system. When the average soil infiltration rate is high, the average displacement and average pressure of the support structure increase, and the severity of the water level fluctuation will aggravate the deformation and pressure concentration of the support structure. The high average vibration frequency of the support structure may have an adverse effect on the stability of the support structure. Comprehensive analysis results in the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area, which can more accurately assess the degree of construction environment abnormality in the target foundation pit support and waterproofing system construction area, achieve accurate assessment of the construction environment, and identify potential risk factors in the construction environment.

[0057] Specifically, the foundation pit support test parameters are preliminarily adjusted and early warning processing is carried out. The specific process is: the construction environment abnormality assessment value of the target foundation pit support waterproofing system construction area is compared with the set construction environment abnormality assessment threshold to obtain a preliminary adjustment result, which includes executing the preliminary adjustment and not executing the preliminary adjustment.

[0058] If the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area is lower than or equal to the set construction environment abnormality assessment threshold, the preliminary adjustment result will be marked as not executing preliminary adjustment, and the soil penetration damage test will continue to be carried out with the current foundation pit support test duration period; otherwise, the preliminary adjustment result will be marked as executing preliminary adjustment, and the difference between the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area and the set construction environment abnormality assessment threshold will be recorded as the foundation pit support test adjustment control value.

[0059] It should be added that the analysis of the construction environment data of the target foundation pit support and waterproofing system construction area can reflect the degree of abnormality of the construction environment in the target foundation pit support and waterproofing system construction area. If the degree of abnormality in the construction environment is large, subsequent tests will be carried out with the original default foundation pit support test duration period, which may cause inaccurate test results and even affect the safety of subsequent construction. Therefore, it is necessary to adjust the foundation pit support test duration accordingly based on the construction environment data of the target foundation pit support and waterproofing system construction area.

[0060] The foundation pit support test duration is obtained according to the foundation pit support test adjustment control value, and the foundation pit support test duration is initially adjusted, and the preliminary adjustment result is sent to the management terminal for early warning.

[0061] It should be added that the foundation pit support test duration is obtained according to the foundation pit support test adjustment control value matching. The specific process is to match the foundation pit support test adjustment control value with the foundation pit support test duration corresponding to each foundation pit support test adjustment control value interval stored in the penetration damage test database, and calculate the foundation pit support test duration corresponding to the interval in which the foundation pit support test adjustment control value is located, which is recorded as the foundation pit support test duration.

[0062] Specifically, the soil seepage failure test of the foundation pit support test structure after the preliminary adjustment is monitored in real time. The specific process is: the soil seepage failure test of the foundation pit support test structure after the preliminary adjustment is monitored in real time, and the soil seepage data of the foundation pit support test structure are counted. The soil seepage data of the foundation pit support test structure include the seepage rate, pore water pressure and seepage water flow of the foundation pit support test structure.

[0063] It should be noted that the pore water pressure of the foundation pit support test structure refers to the average pressure of water in the soil pores, and the seepage water flow of the foundation pit support test structure is the average water flow through the soil during the test period. The permeameter, pore water pressure meter and flow meter can be used to measure the permeability rate, pore water pressure and seepage water flow of the foundation pit support test structure respectively, and then the permeability rate, pore water pressure and seepage water flow of the foundation pit support test structure can be obtained.

[0064] A comprehensive analysis is performed on the soil permeability data of the foundation pit support test structure to obtain a waterproof performance evaluation value of the foundation pit support test structure, and the waterproof performance evaluation value of the foundation pit support test structure is used to quantify the waterproof effect of the foundation pit support test structure.

[0065] In this embodiment, the waterproof performance evaluation value of the foundation pit support test structure can be obtained by the following analysis method, and the specific analysis conditions are as follows:

[0066]

[0067] Where γ represents the waterproof performance evaluation value of the foundation pit support test structure, D1 represents the infiltration rate of the foundation pit support test structure, ω1 represents the compensation factor corresponding to the set unit infiltration rate, A4 represents the pore water pressure of the foundation pit support test structure, ΔA4 represents the set defined pore water pressure, D3 represents the infiltration water flow rate of the foundation pit support test structure, and ω3 represents the compensation factor corresponding to the set unit infiltration water flow rate.

[0068] It should be noted that the greater the permeability of the foundation pit support test structure, the easier it is for moisture to enter the foundation pit support structure through the soil, which means that the waterproofness of the soil is poor, and the waterproof performance evaluation value of the foundation pit support test structure is also smaller. If the pore water pressure is too high, it may cause instability of the soil, and thus affect the overall stability and waterproof effect of the foundation pit support structure. The smaller the waterproof performance evaluation value of the foundation pit support test structure is, the larger the infiltration water flow rate is, indicating that water infiltration is relatively rapid, the waterproof performance of the soil is weak, and the waterproof performance evaluation value of the foundation pit support test structure is also smaller.

[0069] It should be added that, in this embodiment, the preset compensation factor corresponding to the unit permeation rate and the compensation factor corresponding to the unit permeation water flow rate are obtained from the permeation damage test database.

[0070] It needs to be explained that the compensation factors corresponding to the unit infiltration rate and the unit infiltration water flow are respectively used to adjust the importance of the infiltration rate and the infiltration water flow of the foundation pit support test structure in the process of analyzing and obtaining the waterproof performance evaluation value. The real-time soil infiltration data of the foundation pit support test structure and the corresponding compensation factors have a pre-set mapping relationship in the infiltration destruction test database. The compensation factors corresponding to the real-time soil infiltration data of the foundation pit support test structure can be matched through the pre-set mapping relationship. For example, the infiltration rate and the infiltration water flow of the foundation pit support test structure are respectively matched with the pre-set mapping relationship to obtain the compensation factors corresponding to the unit infiltration rate and the unit infiltration water flow.

[0071] In this implementation scheme, the infiltration rate, pore water pressure and infiltration water flow of the foundation pit support test structure are correlated and do not exist independently. The relationship between these parameters reflects the overall permeability characteristics of the soil. For example, the higher the pore water pressure of the foundation pit support test structure, the more the pore water pressure drives the flow of water through the soil, and the greater the infiltration rate. When the infiltration rate of the soil increases or the pore water pressure rises, the infiltration water flow will also increase. Comprehensive analysis can obtain the waterproof performance evaluation value of the foundation pit support test structure, which can more accurately evaluate the waterproof performance of the foundation pit support test structure and more comprehensively reflect the infiltration behavior of the soil under different working conditions.

[0072] Specifically, the waterproof performance analysis result of the foundation pit support test structure is obtained, and the specific process is: the waterproof performance analysis result of the foundation pit support test structure includes qualified waterproof performance and unqualified waterproof performance.

[0073] The waterproof performance evaluation value of the foundation pit support test structure is compared with the set waterproof performance evaluation threshold. If the waterproof performance evaluation value of the foundation pit support test structure is higher than or equal to the set waterproof performance evaluation threshold, the waterproof performance analysis result of the foundation pit support test structure is marked as qualified waterproof performance; otherwise, the waterproof performance analysis result of the foundation pit support test structure is marked as unqualified waterproof performance.

[0074] Specifically, the support structure of the foundation pit support test structure is monitored synchronously, and the specific process is: collecting the support structure data of the foundation pit support test structure, the support structure data of the foundation pit support test structure includes the average displacement of the support structure of the foundation pit support test structure, the average inclination angle of the support structure, the average number of cracks in the support structure and the pore water pressure.

[0075] It should be noted that the average inclination angle of the support structure and the average number of cracks in the support structure of the foundation pit support test structure can be measured using an inclinometer and a crack detector respectively, thereby obtaining the average inclination angle of the support structure and the average number of cracks in the support structure of the foundation pit support test structure.

[0076] It should be noted that the inclination angle of the support structure of the foundation pit support test structure refers to the degree of inclination of the foundation pit support wall or support component during construction or after being subjected to force. This inclination angle is measured relative to the initial angle of the support structure itself. The average value of the inclination angles of all support structures is taken to obtain the average inclination angle of the support structure of the foundation pit support test structure.

[0077] A comprehensive analysis is performed based on the support structure data of the foundation pit support test structure to obtain a support structure evaluation value of the foundation pit support test structure. The support structure evaluation value of the foundation pit support test structure is used to quantify the overall stability of the foundation pit support test structure under the influence of external environmental factors.

[0078] Specifically, the support structure evaluation value of the foundation pit support test structure is analyzed under the following conditions:

[0079]

[0080] Where α represents the support structure assessment value of the foundation pit support test structure, A1 represents the average displacement of the support structure of the foundation pit support test structure, θ1 represents the correction factor corresponding to the set unit support structure displacement, A2 represents the average inclination angle of the support structure of the foundation pit support test structure, θ2 represents the correction factor corresponding to the set unit support structure inclination angle, A3 represents the average number of cracks in the support structure of the foundation pit support test structure, θ3 represents the correction factor corresponding to the set number of cracks per unit support structure, A4 represents the pore water pressure of the foundation pit support test structure, ΔA4 represents the set defined pore water pressure, and e represents a natural constant.

[0081] It should be noted that the larger the average displacement of the support structure and the average inclination angle of the support structure of the foundation pit support test structure, the more unstable the support structure is, and the smaller the support structure evaluation value of the foundation pit support test structure is, the higher the pore water pressure may lead to increased fluidity of the soil and reduced stability of the structure.

[0082] It should be added that, in this embodiment, the correction factors corresponding to the preset unit support structure displacement, the correction factors corresponding to the unit support structure inclination angle, and the correction factors corresponding to the number of cracks in the unit support structure are obtained from the penetration damage test database.

[0083] It needs to be explained that the correction factors corresponding to the unit support structure displacement, the unit support structure inclination angle and the unit support structure crack number are respectively used to adjust the importance of the average support structure displacement, the average support structure inclination angle and the average number of support structure cracks of the foundation pit support test structure in the process of analyzing and obtaining the support structure evaluation value. There is a pre-set mapping relationship between the real-time support structure data of the foundation pit support test structure and the corresponding correction factors in the penetration damage test database. The correction factors corresponding to the support structure data of the real-time foundation pit support test structure can be matched through the pre-set mapping relationship. For example, the average support structure displacement, the average support structure inclination angle and the average number of support structure cracks of the foundation pit support test structure are matched with the pre-set mapping relationship to obtain the correction factors corresponding to the unit support structure displacement, the unit support structure inclination angle and the unit support structure crack number.

[0084] In this implementation scheme, there is a correlation between the average displacement of the support structure, the average inclination angle of the support structure, the average number of cracks in the support structure and the pore water pressure of the foundation pit support test structure, and they do not exist independently. For example, when the average displacement of the support structure is large, the support structure undergoes a large displacement and the inclination angle may also increase. When the average displacement of the support structure increases or the average inclination angle increases, cracks may appear in the support structure, and the average number of cracks in the support structure will also increase. The change in pore water pressure reflects the hydrological conditions of the soil around the foundation pit. The increase in pore water pressure will affect the stability of the support structure. Comprehensive analysis can obtain the support structure evaluation value of the foundation pit support test structure, which can more accurately evaluate the stability of the foundation pit support test structure.

[0085] Specifically, the support structure analysis results of the foundation pit support test structure are obtained by analysis, and the specific process is: the support structure analysis results of the foundation pit support test structure include qualified support structure and unqualified support structure.

[0086] The support structure evaluation value of the foundation pit support test structure is compared with the set support structure evaluation threshold. If the support structure evaluation value of the foundation pit support test structure is higher than or equal to the set support structure evaluation threshold, the support structure analysis result of the foundation pit support test structure is marked as a qualified support structure; otherwise, the support structure analysis result of the foundation pit support test structure is marked as an unqualified support structure.

[0087] Specifically, optimization and early warning are carried out and monitoring and configuration of the soil penetration damage test are carried out. The specific process is: extract the waterproof performance analysis results of the foundation pit support test structure and the support structure analysis results of the foundation pit support test structure. If the waterproof performance analysis result of the foundation pit support test structure is that the waterproof performance is qualified, then continue to monitor the soil penetration damage test with the current data monitoring configuration. If the waterproof performance analysis result of the foundation pit support test structure is that the waterproof performance is unqualified, then according to the preset number of monitoring points, data monitoring configuration of the soil penetration damage test is added, and the waterproof performance analysis results are sent to the management terminal for waterproof performance optimization and early warning.

[0088] It should be added that the analysis of the soil permeability data of the foundation pit support test structure can reflect the waterproof performance of the foundation pit support test structure. If the waterproof performance is unqualified and subsequent construction is carried out with the original default data monitoring configuration, it may cause the foundation pit support waterproof performance to be low. Therefore, it is necessary to adjust the foundation pit support waterproof system according to the soil permeability data of the foundation pit support test structure, and then re-test and make corresponding adjustments to the foundation pit support test monitoring points.

[0089] If the support structure analysis result of the foundation pit support test structure is that the support structure is qualified, the soil penetration damage test will continue to be monitored with the current support structure parameter configuration. If the support structure analysis result of the foundation pit support test structure is that the support structure is unqualified, the support structure analysis result will be sent to the management terminal for support structure optimization early warning.

[0090] It should be added that the analysis of the support structure data of the foundation pit support test structure can reflect the support structure stability of the foundation pit support test structure. If the support structure stability is unqualified and subsequent construction is carried out with the original default foundation pit support structure, it may cause unstable construction safety. Therefore, it is necessary to remind the need to adjust the foundation pit support structure based on the support structure data of the foundation pit support test structure.

[0091] like Figure 2 The second aspect of the present invention provides a soil penetration damage test method for a foundation pit support and waterproofing system, comprising: collecting construction environment data of the target foundation pit support and waterproofing system construction area, making preliminary adjustments to the foundation pit support test parameters and performing early warning processing.

[0092] The soil penetration failure test of the foundation pit support test structure after preliminary adjustment was monitored in real time to obtain the waterproof performance analysis results of the foundation pit support test structure.

[0093] The support structure of the foundation pit support test structure is monitored synchronously, and the support structure analysis results of the foundation pit support test structure are obtained through analysis.

[0094] Based on the waterproof performance analysis results of the foundation pit support test structure and the support structure analysis results, optimized early warning is carried out and monitoring configuration of the soil penetration damage test is carried out.

[0095] It should be noted that a soil penetration failure test system and method for a foundation pit support and waterproofing system also includes a penetration failure test database for storing a first parameter set, a second parameter set, and a third parameter set obtained by analyzing historical data.

[0096] The first parameter set includes the definition of the average soil infiltration rate, the weight factor corresponding to the maximum unit groundwater level fluctuation, the weight factor corresponding to the unit support structure displacement, the weight factor corresponding to the unit support structure pressure, the weight factor corresponding to the unit support structure vibration frequency, the construction environment abnormality assessment threshold and the foundation pit support test duration corresponding to the adjustment control value interval of each foundation pit support test.

[0097] The second parameter set includes the compensation factor corresponding to the unit infiltration rate, the defined pore water pressure, the compensation factor corresponding to the unit infiltration water flow rate and the waterproof performance evaluation threshold.

[0098] The third parameter set includes the correction factor corresponding to the unit support structure displacement, the correction factor corresponding to the unit support structure inclination angle, the correction factor corresponding to the unit support structure crack number, the support structure assessment threshold and the number of additional monitoring points.

[0099] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not explicitly listed, or elements inherent to such process, method, article, or apparatus.

[0100] The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. These preferred embodiments do not exhaustively describe all details, nor do they limit the present invention to the specific embodiments described. Obviously, numerous modifications and variations are possible based on the contents of this specification. These embodiments are selected and described in detail in this specification to better explain the principles and practical applications of the present invention, thereby enabling those skilled in the art to better understand and utilize the present invention.

Claims

1. A soil penetration damage test system for foundation pit support and waterproofing system, characterized in that: include: The support structure preliminary adjustment module is used to collect construction environment data of the target foundation pit support and waterproofing system construction area, make preliminary adjustments to the foundation pit support test parameters, and perform early warning processing; The waterproof performance analysis module is used to conduct real-time monitoring of the soil penetration damage test of the foundation pit support test structure after preliminary adjustment, and obtain the waterproof performance analysis results of the foundation pit support test structure; The support structure analysis module is used to synchronously monitor the support structure of the foundation pit support test structure and obtain the support structure analysis results of the foundation pit support test structure; Optimized early warning configuration module, used to optimize early warning and monitor the soil penetration damage test according to the waterproof performance analysis results of the foundation pit support test structure and the support structure analysis results; The specific process of collecting the construction environment data of the target foundation pit support and waterproofing system construction area is as follows: The construction environment data of the target foundation pit support and waterproofing system construction area include the average soil infiltration rate, the maximum groundwater level fluctuation, the average displacement of the support structure, the average pressure of the support structure and the average vibration frequency of the support structure in the target foundation pit support and waterproofing system construction area; Based on the construction environment data of the target foundation pit support and waterproofing system construction area, the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area is processed to quantify the stability of the soil and support structure in the construction environment; The preliminary adjustment of foundation pit support test parameters and early warning processing are carried out in the following specific process: Comparing the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area with the set construction environment abnormality assessment threshold to obtain a preliminary adjustment result, wherein the preliminary adjustment result includes whether the preliminary adjustment is executed or not; If the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area is lower than or equal to the set construction environment abnormality assessment threshold, the preliminary adjustment result will be marked as not to perform preliminary adjustment, and the soil penetration damage test will continue to be carried out with the current foundation pit support test duration period; otherwise, the preliminary adjustment result will be marked as to perform preliminary adjustment, and at the same time, the difference between the construction environment abnormality assessment value of the target foundation pit support and waterproofing system construction area and the set construction environment abnormality assessment threshold will be recorded as the foundation pit support test adjustment control value; The foundation pit support test duration is obtained according to the foundation pit support test adjustment control value, and the foundation pit support test duration is preliminarily adjusted. The preliminary adjustment result is sent to the management terminal for early warning; The specific process of optimizing early warning and monitoring configuration of soil penetration damage test is as follows: Extract the waterproof performance analysis results of the foundation pit support test structure and the support structure analysis results of the foundation pit support test structure. If the waterproof performance analysis result of the foundation pit support test structure is qualified, continue to monitor the soil penetration damage test with the current data monitoring configuration. If the waterproof performance analysis result of the foundation pit support test structure is unqualified, perform data monitoring configuration for the soil penetration damage test according to the preset number of monitoring points, and send the waterproof performance analysis results to the management terminal for waterproof performance optimization warning; If the support structure analysis result of the foundation pit support test structure is that the support structure is qualified, the soil penetration damage test will continue to be monitored with the current support structure parameter configuration. If the support structure analysis result of the foundation pit support test structure is that the support structure is unqualified, the support structure analysis result will be sent to the management terminal for support structure optimization early warning.

2. The soil penetration damage test system for foundation pit support and waterproofing system according to claim 1, characterized in that: The soil penetration failure test of the foundation pit support test structure after preliminary adjustment is monitored in real time, and the specific process is as follows: Performing real-time monitoring of the soil permeability failure test of the foundation pit support test structure after preliminary adjustment, and collecting soil permeability data of the foundation pit support test structure, wherein the soil permeability data of the foundation pit support test structure includes the permeability rate, pore water pressure, and permeable water flow rate of the foundation pit support test structure; A comprehensive analysis is performed on the soil permeability data of the foundation pit support test structure to obtain a waterproof performance evaluation value of the foundation pit support test structure, and the waterproof performance evaluation value of the foundation pit support test structure is used to quantify the waterproof effect of the foundation pit support test structure.

3. The soil penetration damage test system for foundation pit support and waterproofing system according to claim 2, characterized in that: The waterproof performance analysis results of the foundation pit support test structure are obtained in the following specific process: The waterproof performance analysis results of the foundation pit support test structure include qualified waterproof performance and unqualified waterproof performance; The waterproof performance evaluation value of the foundation pit support test structure is compared with the set waterproof performance evaluation threshold. If the waterproof performance evaluation value of the foundation pit support test structure is higher than or equal to the set waterproof performance evaluation threshold, the waterproof performance analysis result of the foundation pit support test structure is marked as qualified waterproof performance; otherwise, the waterproof performance analysis result of the foundation pit support test structure is marked as unqualified waterproof performance.

4. The soil penetration damage test system for foundation pit support and waterproofing system according to claim 1, characterized in that: The specific process of synchronously monitoring the support structure of the foundation pit support test structure is as follows: Collecting support structure data of the foundation pit support test structure, wherein the support structure data of the foundation pit support test structure includes an average displacement of the support structure, an average inclination angle of the support structure, an average number of cracks in the support structure, and pore water pressure; A comprehensive analysis is performed based on the support structure data of the foundation pit support test structure to obtain a support structure evaluation value of the foundation pit support test structure. The support structure evaluation value of the foundation pit support test structure is used to quantify the overall stability of the foundation pit support test structure under the influence of external environmental factors.

5. The soil penetration damage test system for foundation pit support and waterproofing system according to claim 4, characterized in that: The analysis results of the support structure of the foundation pit support test structure are obtained by the analysis, and the specific process is as follows: The support structure analysis results of the foundation pit support test structure include a qualified support structure and an unqualified support structure; The support structure evaluation value of the foundation pit support test structure is compared with the set support structure evaluation threshold. If the support structure evaluation value of the foundation pit support test structure is higher than or equal to the set support structure evaluation threshold, the support structure analysis result of the foundation pit support test structure is marked as a qualified support structure; otherwise, the support structure analysis result of the foundation pit support test structure is marked as an unqualified support structure.

6. The soil penetration damage test system for foundation pit support and waterproofing system according to claim 4, characterized in that: The specific analysis conditions for the support structure assessment value of the foundation pit support test structure are as follows: ； Where, represents the support structure evaluation value of the foundation pit support test structure, represents the average displacement of the supporting structure of the foundation pit supporting test structure, Indicates the correction factor corresponding to the set unit support structure displacement, represents the average inclination angle of the supporting structure of the foundation pit supporting test structure, Indicates the correction factor corresponding to the set unit support structure inclination angle, represents the average number of cracks in the supporting structure of the foundation pit supporting test structure, Indicates the correction factor corresponding to the set number of cracks in the unit support structure, represents the pore water pressure of the foundation pit support test structure, represents the set defined pore water pressure, and e represents a natural constant.

7. A soil penetration damage test method for foundation pit support and waterproofing system, characterized in that: The soil penetration failure test method for the foundation pit support and waterproofing system is performed using the soil penetration failure test system for the foundation pit support and waterproofing system according to any one of claims 1 to 6. The method comprises the following steps: Collect construction environment data of the target foundation pit support and waterproofing system construction area, make preliminary adjustments to foundation pit support test parameters and conduct early warning processing; Conduct real-time monitoring of the soil penetration damage test of the foundation pit support test structure after preliminary adjustment, and obtain the waterproof performance analysis results of the foundation pit support test structure; Simultaneously monitor the support structure of the foundation pit support test structure and obtain the support structure analysis results of the foundation pit support test structure; Based on the waterproof performance analysis results of the foundation pit support test structure and the support structure analysis results, optimized early warning is carried out and monitoring configuration of the soil penetration damage test is carried out.

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