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Test method for researching rock wedge instability failure under high stress

A test method and technology of rock wedge, applied in the field of rock mechanics, can solve the problems of misjudging the danger level of rock burst, misunderstanding of rock burst, and inability to study the interaction in a targeted manner.

Active Publication Date: 2020-04-14
NORTHEASTERN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The commonly used compression or direct shear test schemes for rock samples with single or parallel structural planes cannot simulate the occurrence conditions of this type of rockburst, and cannot specifically study the interaction between cross-combined structural planes under different stress states. It may cause misunderstanding of the actual rockburst conditions and misjudgment of the danger level of rockbursts

Method used

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  • Test method for researching rock wedge instability failure under high stress
  • Test method for researching rock wedge instability failure under high stress
  • Test method for researching rock wedge instability failure under high stress

Examples

Experimental program
Comparison scheme
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Embodiment 1

[0063] A kind of test method that the present invention relates to research rock wedge-shaped body instability failure under high stress, comprises the following steps:

[0064] Step 1: The rock samples are selected from granite materials that are prone to rockbursts, and cut into rock samples with a size of 100mm×50mm×150mm (length×width×height);

[0065] Step 2: Under the conditions of Brazilian splitting, make the rock sample successively generate two intersecting structural planes with a certain angle, and the two structural planes form a "Y" shape, such as figure 2 shown in the model. In the rock sample A, the main structural plane B that runs through the entire rock sample has an angle of 45° with the horizontal plane, and the other non-penetrating secondary structural plane C has an included angle of 60° with the horizontal plane (the angle after splitting There is a deviation from the preset value, which is 52° after calibration), and the two intersecting structural ...

Embodiment 2

[0079] A kind of test method that the present invention relates to research rock wedge-shaped body instability failure under high stress, comprises the following steps:

[0080] Step 1: The rock samples are selected from granite materials that are prone to rockbursts, and cut into rock samples with a size of 100mm×50mm×150mm (length×width×height);

[0081] Step 2: Under the conditions of Brazilian splitting, make the rock sample successively generate two intersecting structural planes with a certain angle, and the two structural planes form a "Y" shape, such as figure 2 shown in the model. In rock sample A, the main structural plane B that runs through the entire rock sample has an angle of 30° with the horizontal plane, and the other non-penetrating secondary structural plane C has an included angle of 60° with the horizontal plane (the angle after splitting There is a deviation from the preset value, which is 55.4° after calibration), and the two intersecting structural pl...

Embodiment 3

[0093] A kind of test method that the present invention relates to research rock wedge-shaped body instability failure under high stress, comprises the following steps:

[0094] Step 1: The rock samples are selected from granite materials that are prone to rockbursts, and cut into rock samples with a size of 100mm×50mm×150mm (length×width×height);

[0095] Step 2: Under the conditions of Brazilian splitting, make the rock sample successively generate two intersecting structural planes with a certain angle, and the two structural planes form a "Y" shape, such as figure 2 shown in the model. In rock sample A, the main structural plane B that runs through the entire rock sample has an included angle of 25° with the horizontal plane, and the other non-penetrating secondary structural plane C has an included angle with the horizontal plane of 50° (the angle after splitting There is a deviation from the preset value, which is 47.1° after calibration), and the two intersecting stru...

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Abstract

The invention provides a test method for researching rock wedge instability failure under high stress. In the test, a uniaxial testing machine is adopted to load a Y-shaped cross combined structure surface test sample; before an experiment, speckle identification points are sprayed on the surface of the sample, point cloud data of two structure surfaces are obtained through scanning, and JRC values of the two structure surfaces are calculated; in a loading process, a surface displacement field and an acoustic emission signal of the Y-shaped cross combined structure surface test sample are monitored to obtain deformation and acoustic emission precursor characteristics of instability failure of the Y-shaped cross combined structure surface test sample; the sample is loaded until the sample is damaged to obtain peak normal stress of the sample; shear stress components of the two structure surfaces are calculated according to the peak normal stress, and comparative analysis is carried outon the shear stress components and the shear strength of the structure surfaces; and multiple groups of tests are repeatedly carried out under different structural surfaces JRC, included angles and loading modes, and the structural surface shear strength, the displacement field and the acoustic emission signal change rules before the rock sample is damaged are inspected, so that the comprehensivecriterion of rock wedge instability damage is established, and reference is provided for rockburst disaster early warning in rock engineering.

Description

Technical field: [0001] The invention belongs to the technical field of rock mechanics, in particular to a test method for studying the instability and failure of a rock wedge under high stress. Background technique: [0002] With the increasing scarcity of shallow energy and resources, deep mining has become an inevitable trend in the development of the world's mining industry. However, under the conditions of deep mining, the problem of rockburst disasters is prominent. Rockburst is a phenomenon of dynamic damage to surrounding rock caused by the excavation and unloading of underground engineering rock mass under the condition of high ground stress. Device security poses a huge threat. In the prior art, the schematic diagram of a rock burst occurring in a rock wedge under high stress extrusion is as follows: figure 1 shown. [0003] The repeatability of rockburst disasters is not strong. Physical experiments are used to study rockbursts in the laboratory, which has sig...

Claims

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Application Information

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IPC IPC(8): G01N3/30G01N3/06
CPCG01N3/06G01N3/30G01N2203/001G01N2203/0019G01N2203/0025G01N2203/0067G01N2203/0252G01N2203/0658
Inventor 刘溪鸽朱万成张鹏海刘洪磊关凯李澜堃代风
Owner NORTHEASTERN UNIV
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