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Test device and use method for surface cracks of expansive soil under the action of hydrothermal and mechanical coupling

A thermal-mechanical coupling and testing device technology, which is applied in the direction of measuring devices, instruments, scientific instruments, etc., can solve the problems of not being able to meet the test requirements of expansive soil surface crack testing, affecting the observation of cracks in soil samples, and the lack of force in soil samples, etc., to achieve Easy to control, easy to adjust and improve the effect of accuracy

Active Publication Date: 2022-07-05
NANJING HYDRAULIC RES INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] However, the current test devices used to study the properties of soil under the hydrothermal coupling effect cannot meet the experimental requirements of the crack test on the surface of expansive soil under the hydrothermal coupling effect.
The main problems are: (1) The coupling of water and heat is a false coupling. The usual practice is to first subject the soil sample to a dry-wet cycle, freeze-thaw cycle, and then load it; although water and heat are coupled in this method, However, in this process, the soil sample has no effect of force. After the soil sample is cured, it is installed in the test device for loading. Therefore, the water, heat and force are applied separately and are not truly coupled; (2) currently Mainly by installing a moisture content sensor and a temperature sensor on the soil sample, the dynamic change of the moisture content and temperature of the soil sample can be obtained; this method will destroy the structure of the soil sample and affect the observation of the cracks in the soil sample

Method used

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  • Test device and use method for surface cracks of expansive soil under the action of hydrothermal and mechanical coupling
  • Test device and use method for surface cracks of expansive soil under the action of hydrothermal and mechanical coupling
  • Test device and use method for surface cracks of expansive soil under the action of hydrothermal and mechanical coupling

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Experimental program
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Embodiment 1

[0049] as attached figure 1 As shown in the figure, a test device for surface cracks of expansive soil under the action of hydrothermal-mechanical coupling includes a model box 4, a high-strength glass plate 9, an expansive soil sample 10, a water supply system, a temperature control system, a loading system and a data acquisition system; the The water supply system is used to control the moisture content of the expansive soil sample 10; the temperature control system is used to control the temperature of the expansive soil sample 10; the loading system is used to apply an axial force to the expansive soil sample 10; the The data acquisition system is used for acquisition of moisture content and temperature of expansive soil sample 10 and observation of surface cracks.

[0050] The high-strength glass plate 9 is arranged in the model box 4, and the surrounding of the high-strength glass plate 9 is fixedly connected with the inner wall of the model box 4. The high-strength glas...

Embodiment 2

[0066] Based on the above-mentioned Embodiment 1, a method for using a device for testing cracks on the surface of expansive soil under the action of hydrothermal-mechanical coupling includes the following steps:

[0067] 101. First, apply pressure to the expansive soil sample 10 through the loading system, that is, the loading control system 1, the dowel rod 2 and the pressure plate 6, until the consolidation of the expansive soil sample 10 is completed, reaching a stable state, and keeping the pressure unchanged;

[0068] 102. After step 101, the expansive soil sample 10 is refrigerated and heated by the temperature control system, that is, the expansive soil sample 10 is refrigerated by the refrigeration device 18, or the expansive soil sample 10 is prepared by the heating plate 5. heat to achieve freeze-thaw cycles;

[0069] 103. After step 102, supply water and water to the model box 4 through the water supply system, that is, first open the water inlet valve 152, close t...

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Abstract

The invention relates to a device for testing the surface cracks of expansive soil under the action of hydrothermal-mechanical coupling and a method for using the device. The device comprises a model box, a high-strength glass plate, an expansive soil sample, a water supply system, a temperature control system, a loading system and a data acquisition system; The high-strength glass plate is arranged in the model box, and the expansive soil sample is placed on the high-strength glass plate; a plastic ring knife is arranged around the expansive soil sample; the plastic ring knife and the The high-strength glass plates are all transparent structures; the expansive soil samples include expansive soil test samples and parallel test samples; the use method is simple to operate, easy to adjust, and easy to control; the invention realizes the true hydrothermal coupling effect The test of the surface fissures of the lower expansive soil at the same time avoids the damage of the soil sample structure during the test process, improves the accuracy of the test results, realizes the non-damage test, and provides the basis for the hydrothermal-mechanical coupling research of expansive soil.

Description

technical field [0001] The invention relates to the technical field of geotechnical testing of geotechnical engineering, in particular to a device for testing cracks on the surface of expansive soil under the action of hydrothermal-mechanical coupling and a method for using the same. Background technique [0002] Expansive soil is widely distributed in China and is one of the main objects of geotechnical engineering activities. Due to the influence of climate and its own weight or other additional loads, the stress field, moisture field and temperature field in expansive soil are constantly changing, and they influence each other, which is the so-called hydrothermal coupling effect. When the ambient temperature and the water content in the soil change, the expansive soil is prone to expansion and contraction, resulting in cracks, resulting in a sharp decrease in its strength, which has become the main factor affecting the safety of expansive soil engineering. Therefore, it ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N21/84
CPCG01N21/84
Inventor 郭万里蔡正银黄英豪武颖利吴二鲁关云飞陈鸽张晨曹永勇韩迅朱洵朱锐陈正张欢
Owner NANJING HYDRAULIC RES INST