High-gravity true triaxial rock loading experiment device and method

A loading test device and a technology for loading experiments, which are applied in the field of hypergravity true triaxial rock loading test devices, can solve the problems of difficulty in providing a large amount of data for model experiments, strict requirements for acoustic emission technology, and limited crack identification accuracy, so as to save materials and reduce costs. Centrifuge load, cost reduction, reasonable structure effect

Active Publication Date: 2019-10-22
ZHEJIANG UNIV
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  • Abstract
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  • Claims
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Problems solved by technology

However, both strain gauges and displacement gauges are single-point measurements, and it is difficult to provide a large amount of data required for model experiments; and acoustic emission technology is demanding and expensive, and the accuracy of crack identification is limited

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  • High-gravity true triaxial rock loading experiment device and method
  • High-gravity true triaxial rock loading experiment device and method
  • High-gravity true triaxial rock loading experiment device and method

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Embodiment Construction

[0042] The technical solutions of the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0043] Such as Figure 2-4 As shown, a high-gravity true triaxial rock loading test device proposed in this embodiment includes a control center 1, a ground oil source 2, a centrifuge 3, a true triaxial loading test device 4, a counterweight 5, and a high-pressure oil pipe 6 , cable 7.

[0044] The true triaxial loading test device 4 includes: a bottom plate 8, a triaxial chamber 9, a triaxial chamber top cover 10, an axial principal stress loading device, a first lateral principal stress loading device, a second lateral principal stress loading device, a A transparent reaction force observation device, a second transparent reaction force observation device, an underground cavern surrounding rock sample 14-1, a triaxial chamber fixing bolt 15, and a triaxial chamber roof fixing bolt 16.

[0045] The triaxi...

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Abstract

The invention discloses a super-gravity true-triaxial rock loading experimental device and method. The device comprises a control center, a ground oil source, a centrifuge, a true-triaxial loading test device and a counterweight block; the true-triaxial loading test device comprises a bottom plate, a three-axis chamber, a three-axis chamber top cover, an axial principal stress loading device, twolateral principal stress loading devices, two transparent reaction force observation devices and an underground cavern surrounding rock sample. According to the super-gravity true-triaxial rock loading experimental device and method of the present invention, a 1 / N-times underground cavern surrounding rock model experiment is performed in an N-times supergravity environment, and therefore, the similarity of the model experiment is greatly improved; and the transparent reaction plates are used to directly observe deformations and cracks on the side surface of the sample through an image. Compared with a traditional surface bond strain gauge and displacement sensor single-point measurement method, the method of the invention has the advantages of greatly increased monitoring density, greatlyreduced cost, and greatly reduced coordination difficulty. The circular three-axis chamber is adopted to provide a reaction force, and therefore, the circular three-axis chamber is more reasonable than a traditional true-triaxial bracket structure; and with the same confining pressure provided, materials and centrifuge load can be greatly saved.

Description

technical field [0001] The invention belongs to the field of rock mechanics experiments, and in particular relates to a supergravity true triaxial rock loading experiment device and method. Background technique [0002] Development of deep resources, deep storage of oil and gas, geological storage of carbon dioxide, and geological disposal of high-level radioactive waste have become important scientific research directions in the construction of research facilities for underground energy mining, storage, and deep disposal of radioactive waste in my country. For the study of these problems, it is necessary to explore the catastrophic laws of surrounding rocks in deep space. At present, for the evaluation of surrounding rock catastrophe in deep space, the basic mechanical properties + numerical simulation are mostly studied through the loading experiment of unit rock test blocks. Due to the existence of self-gravity stress, there is a large stress gradient in the surrounding ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/12G01N3/02G01N3/06
Inventor 李金龙徐文杰詹良通陈云敏胡英涛李珂张帅唐耀李俊超郑建靖
Owner ZHEJIANG UNIV
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