Rock direct shear experiment test piece, test piece clamp and shear testing method thereof

A shear test and specimen technology, applied in the direction of applying stable shear force to test material strength, measuring devices, instruments, etc., can solve the unfavorable transversely isotropic rock shear strength test and the inability to obtain rock shear stress The problem of relationship with shear displacement and high cost can achieve the effect of facilitating mass production, processing and manufacturing, solving uneven stress distribution and uniform compressive stress distribution

Pending Publication Date: 2018-08-21
SICHUAN UNIV
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Problems solved by technology

However, the traditional direct shear test method requires specific shear equipment that can provide loading forces in two directions, which is expensive and has a single function
The wedge shear test technique can also realize the rock shear strength test, but when using this test method, the normal pressure and tangential thrust on the surface of the specimen increase in proportion, and the rock shear failure behavior under a certain positive pressure cannot be obtained ( That is, the shear stress-displacement curve of the sample)
[0004] The triaxial press is the basic test equipment for testing the failure behavior and strength of rock, and is widely used in China at present; it is very common to use the triaxial press to test the shear strength and shear failure behavior of rock, but the e

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  • Rock direct shear experiment test piece, test piece clamp and shear testing method thereof
  • Rock direct shear experiment test piece, test piece clamp and shear testing method thereof
  • Rock direct shear experiment test piece, test piece clamp and shear testing method thereof

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Embodiment

[0049] A rock shear test method comprising the following steps:

[0050] (1) Select the marble core of the Diversion Tunnel of Jinping Underground Laboratory with a buried depth of 2400m, and apply for the aforementioned rock direct shear test specimen for processing cost. On the left side of the test piece, 34mm from the top, set a 1mm-thick cutting groove through the inside of the test piece. The groove direction is parallel to the top surface, and the length is 25mm. A groove with a thickness of 1mm makes the entire specimen a centrally symmetrical figure, then the distance between two grooves H 0 =80mm.

[0051] (2) Select a solid steel direct shear fixture with a diameter of 120mm in diameter, a hexagonal groove in the middle of 50mm, and a height of 148mm. Place polytetrafluoroethylene drag-reducing sheets on the left and right sides of the specimen, and use 502 glue on the front and rear sides. Strain gauges are attached and further fixed with resin. Then put the tes...

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Abstract

The invention relates to a rock direct shear experiment test piece, a test piece clamp and a shear testing method thereof, and belongs to the technical field of rock mechanical testing. The test piececan be directly applied to a triaxial testing machine and comprises a cuboid body; a first cutting groove is formed in the left part of the lower side of the cuboid body; the first cutting groove extends from the side to the internal part of the body in a horizontal direction; the test piece also comprises a second cutting groove; the first cutting groove and the second cutting groove are distributed in a centrally symmetrical mode by taking the center of the body as a center; the length of each cutting groove is equal to the length of the side of the cuboid body; and the width of the cuttinggroove is not more than half of the side length of the bottom surface. The structure is simple and portable; the rock direct shear experiment can be conducted on a triaxial mechanical testing machinewhich only can perform compression; the test purposes of the triaxial mechanical testing machine are enriched; the surface pressure stress of the test piece is provided through confining pressure loading provided by a confining pressure oil source; the pressure stress distribution is more uniformly compared with the axial centralized load loading selected by the traditional direct shear test; thestress distribution uniformity is improved; the high-temperature rock direct shear test can be conducted subsequently; and the test piece is suitable for carrying out the rock direct shear test research.

Description

technical field [0001] The invention belongs to the technical field of rock mechanics testing, and relates to a rock direct shear test specimen, a specimen fixture, an indenter unit for a rock shear test, and a shear test method based on the specimen, which can be used in a conventional triaxial testing machine . Background technique [0002] Shear failure is a failure phenomenon caused by shear stress that causes the rock mass on both sides of the shear plane to displace or expand, and is one of the main modes of major instability and failure of engineering rock mass. Under the action of shear load, the maximum shear stress that the rock can resist shear failure is called the shear strength of the rock. The shear strength of rock represents the ability of rock to resist shear failure and sliding, so it is of great significance to study the shear strength of rock. At present, the methods for studying rock shear strength are divided into two categories: indoor and field tes...

Claims

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Application Information

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IPC IPC(8): G01N3/24
CPCG01N3/24G01N2203/0256
Inventor 任利谢和平张茹高明忠查尔晟艾婷刘洋张泽天张朝鹏覃黎
Owner SICHUAN UNIV
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