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True triaxial experiment system for rock materials

A test system and true triaxial technology, applied in the field of mechanical testing, can solve the problems of low load, bulky rock triaxial fixture, and difficult rock triaxial fracture process, etc., to achieve various characterization parameters, light sample installation, The effect of precise synchronization of loading and carrying parameters

Active Publication Date: 2017-01-04
CENT SOUTH UNIV
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  • Summary
  • Abstract
  • Description
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Problems solved by technology

However, the existing rock true triaxial testing machine suffers from bulky rock triaxial fixtures, difficulty in online real-time monitoring of rock triaxial strain and fracture process, and difficult simultaneous loading and unloading of three-axis independent multi-stress paths and combined action of dynamic disturbance, and load can be applied. Not high, difficult to simulate the high stress state of deep rock mass, etc.

Method used

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  • True triaxial experiment system for rock materials
  • True triaxial experiment system for rock materials
  • True triaxial experiment system for rock materials

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Embodiment Construction

[0025] The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.

[0026] Such as Figure 1 to Figure 3 As shown, the real triaxial test system for rock materials in this embodiment includes a loading frame 1 and a triaxial fixture box 2. The X-direction cart-type loading device 3, the Y-direction separate loading device 4 and the loading frame 1 are installed on the loading frame 1. Z-direction single-head loading device 5;

[0027] The X-direction cart-type loading device 3 includes an X-direction bearing platform 31, an X-direction static pressure loading cylinder 32 and a translation seat 33. The translation seat 33 is installed on the loading frame 1 in a manner that can translate along the X-axis direction. 31 and the X-direction static pressure loading cylinder 32 are installed on the translation seat 33 at intervals in the X-axis direction. During the loading process, as the telescopic rod o...

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Abstract

A true triaxial experiment system for rock materials comprises a loading frame and a triaxial clamp box, wherein an X-direction cart type loading device, a Y-direction separation type loading device and a Z-direction single-head type loading device, each loading device is equipped with a static loading cylinder and a disturbance loading cylinder, and bearing tables and static loading cylinders are arranged at an interval front and back, left and right and up and down respectively; the triaxial clamp box comprises a box body and a lower Z-direction loading rod, an upper Z-direction loading rod, two X-direction loading rods and two Y-direction loading rods, which are used for being contacted with six end surfaces of a cubic rock sample for loading respectively, and a sound emission sensor and a deformation sensor are mounted on each of the lower Z-direction loading rod, the upper Z-direction loading rod, the two X-direction loading rods and the two Y-direction loading rods. The true triaxial experiment system for the rock materials can realize independent static and different-source disturbance loading and unloading and has the advantages that a sample is convenient to mount, loading and bearing parameters are synchronized precisely, characterization parameters in a sample mutagenesis process are diversified and the like.

Description

technical field [0001] The invention relates to the technical field of mechanical testing, in particular to a true triaxial testing system for rock materials. Background technique [0002] With the rapid development of the national economy, industries such as mining, civil engineering, construction, and water conservancy are advancing rapidly. At the same time, they are also facing many challenges such as deep mining, large-scale slope treatment, deep tunnel excavation, and rock foundation stability of super high-rise buildings. Especially in the mining practice of deep high-stress hard rock ore bodies, there have been some unconventional disaster phenomena that seriously affect engineering construction and efficient resource recovery, such as rockburst, partition rupture, and slab cracking. Compared with the shallow part, the most notable feature of deep resource mining is that the underground rock mass is already in a high-stress environment before mining, and is subjected...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/12G01N3/02
CPCG01N3/02G01N3/12
Inventor 杜坤王少锋李夕兵苏睿
Owner CENT SOUTH UNIV
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