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Rock dynamic and static true/normal triaxial shear rheology thmc multi-field coupling test device

A technology of triaxial shearing and testing equipment, which is applied in the direction of testing material strength by applying stable shear force, measuring equipment, and testing material strength by applying repetitive force/pulsating force, which can solve the problem of inability to load stress and inaccurate test results. Accurate, can not guarantee all contact with the side of the sample and other issues

Active Publication Date: 2022-02-22
INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Existing triaxial compression equipment can mainly realize uniaxial compression, conventional triaxial compression, true triaxial compression, dynamic impact, rheology and other tests, but lacks the simultaneous consideration of dynamic load, static load, shear, rheology, temperature, Seepage, chemical, ultrasonic, acoustic emission and other multi-field coupling triaxial test equipment
[0004] In addition, the height of the side steel plate of the existing true triaxial test is slightly smaller than the height of the sample, which cannot guarantee full contact with the side of the sample, resulting in the fact that the reserved few millimeters at the upper and lower ends cannot be loaded with stress, resulting in inaccurate test results

Method used

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  • Rock dynamic and static true/normal triaxial shear rheology thmc multi-field coupling test device
  • Rock dynamic and static true/normal triaxial shear rheology thmc multi-field coupling test device
  • Rock dynamic and static true/normal triaxial shear rheology thmc multi-field coupling test device

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0128] Example 1: Conventional Triaxial Compression Test

[0129] In this embodiment, a conventional triaxial compression test is carried out on a rock sample, and the specific test operation steps are as follows:

[0130] Step 1: Lift the confining pressure chamber 5, put the circular rock sample 34 (the conventional triaxial is a cylindrical sample, and the lateral pressure is loaded by hydraulic pressure) on the sample base block 29, and place the sample Put the sample heat-shrinkable sleeve 39 on the outside, place the upper part of the sample pad 31 on the upper part, install the sample upper-end fastening ring 40 and the sample lower-end fastening ring 41 on the upper and lower ends of the sample heat-shrinkable sleeve 39, and then place the whole On the base 28 of the confining chamber;

[0131] Step 2: install the left displacement sensor 43, the right displacement sensor 44 and the axial displacement sensor 45 to form a displacement measurement system;

[0132] Step...

Embodiment 2

[0136] Example 2: True Triaxial Compression Test

[0137] In this embodiment, a true triaxial compression test is carried out on a rock sample, and the specific test operation steps are as follows:

[0138] Step 1: Lift the confining pressure chamber 5, and put the square rock sample 34 (the true triaxial test is a square column sample, and the lateral pressure is respectively rigidly loaded and hydraulic oil flexibly loaded) on the sample base pad 29 Place the left side pad 30 of the sample and the right side pad 33 of the sample on the left and right sides of the square rock sample 34 respectively, place the left side steel pad 4 of the confining pressure chamber on the left side of the pad 30 on the left side of the sample and At the same time, the left side spring 26 is placed at the bottom, the lower end spring 25 is placed under the right pad 33 of the sample, and the right steel pad 32 of the confining pressure chamber is placed on the right side of the pad 33 on the ri...

Embodiment 3

[0146] Embodiment 3: True and constant three-axis dynamic impact test test

[0147] In this embodiment, a true / normal triaxial dynamic impact test is performed on a rock sample, and the specific test operation steps are as follows:

[0148] Step 1: Refer to steps 1 to 3 in Example 1 for the installation steps of the conventional triaxial dynamic impact test sample;

[0149] Step 2: Apply the axial dynamic loading device 9 to the axial loading rod 8 through the axial dynamic loading pressure sensor 10, the dynamic loading force is 0-500kN, the frequency is 0-10Hz, and the amplitude is 0.5mm, realizing the conventional three-axis Dynamic shock test;

[0150] Step 3: Refer to steps 1-5 in Example 2 for the installation steps of the true triaxial dynamic impact test sample;

[0151] Step 4: Apply the axial dynamic loading device 9 to the axial loading rod 8 through the axial dynamic loading pressure sensor 10, the dynamic loading force is 0-500kN, the frequency is 0-10Hz, and th...

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Abstract

The invention discloses a rock dynamic and static true / normal triaxial shear rheological THMC multi-field coupling test device. It includes static loading main structure, static loading system, dynamic loading system, stress measurement system, displacement measurement system, seepage measurement system, temperature testing system, ultrasonic testing system and acoustic emission testing system; static loading main structure includes confining pressure chamber, confining pressure chamber base, confining pressure chamber upper cover, axial loading static oil cylinder and horizontal static loading oil cylinder; the upper end of the confining pressure chamber is provided with the upper The force cylinder is set above the confining pressure chamber; the horizontal static force loading cylinder is set on the side wall of the confining pressure chamber; the steel pads on the left side of the confining pressure chamber and the steel pads on the right side of the confining pressure chamber are located on the base of the confining pressure chamber; The left spring is placed at the bottom of the steel pad on the left side of the chamber; the lower spring is located above the base of the confining pressure chamber. The invention has the advantages of multiple functions and wide application.

Description

technical field [0001] The present invention relates to the technical field of multi-field coupling experiments such as rock dynamic load, static load, true / normal triaxial, shear, rheology, temperature, seepage, chemistry, etc., specifically refers to a dynamic and static true and constant triaxial shear flow of rock Variable THMC multi-field coupling test device. Background technique [0002] Rock triaxial test is an important means to study rock mechanics. Rock triaxial test data is an important parameter of rock mechanics. It can relatively completely simulate the mechanical properties of rock and soil under the original in-situ stress state, and is an important basis for engineering design. With more and more deep rock mass projects in our country, the engineering geological problems are becoming more and more complex, including active faults, high ground stress, high ground temperature, high groundwater and other problems. Therefore, how to simulate different environme...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/12G01N3/06G01N3/32G01N3/24G01N15/08G01N11/00G01N29/04G01N29/14
CPCG01N3/12G01N3/06G01N3/32G01N3/24G01N15/0826G01N11/00G01N29/04G01N29/14G01N2203/0044G01N2203/0048G01N2203/0208G01N2203/0226G01N2203/0242G01N2203/0256G01N2203/0658
Inventor 胡明明周辉高阳卢景景张传庆胡大伟涂洪亮徐福通
Owner INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI