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A coupled shear-seepage experimental method for fracture network rocks

A fissure network and experimental method technology, applied in the direction of applying stable shear force to test the strength of materials, measuring devices, instruments, etc., can solve the problem of slow progress of the fissure network, achieve fast engraving speed, small footprint, and simple operation Effect

Inactive Publication Date: 2016-08-17
BEIJING UNIV OF TECH
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Problems solved by technology

Liu Yachen et al. have studied the permeability characteristics of fractured rock mass under high temperature and high pressure through single and orthogonal fractures, but the research or experiment on fracture network has made slow progress.

Method used

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  • A coupled shear-seepage experimental method for fracture network rocks
  • A coupled shear-seepage experimental method for fracture network rocks
  • A coupled shear-seepage experimental method for fracture network rocks

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Embodiment Construction

[0028] Fracture network rock shear-seepage coupled experimental method, comprising the following steps:

[0029] (1) Select the material and size of the test piece. Select two rectangular bluestone slabs of the same size with a length and width of 10-80cm and a thickness of 0.8-2cm as test pieces.

[0030] (2) Sculpture planar fracture network. Put the two bluestone slab test pieces on the engraving machine, randomly generate cracks by the computer, and control the engraving machine to carve the same cracks on the two bluestone slab test pieces, and the width of the cracks forming the crack network is 0.5-3mm.

[0031] (3) Make experimental samples. Add glass to fix on both sides of the bluestone slab test piece, and apply glue between the bluestone slab test piece and the glass. The purpose of this is to prevent the water from seeping out during water injection on the one hand; on the other hand, to prevent the cut rock and soil from breaking and to play a role of reinforc...

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Abstract

A coupling experiment device and method for engraving of a fracture network rock test piece and its fracture seepage belong to the fields of hydromechanics and rock mechanics. The method of the invention comprises the following steps: 1. preparing a rock test piece with a certain size required by the experiment; 2. engraving a fracture network by using a full-automatic engraving machine according to real fractures; 3. performing the experiment by using a numerical control direct shearing testing machine with an electro-hydraulic servo microcomputer control system; 4. measuring the pressure of the fracture network, and deriving a flow velocity based on a formula; 5. measuring the change and development state of water or oil in the rock fractures; 6. recording the flowing process and state of colored water in the fractures by a digital video camera; 7. establishing a model with combination of the experiment. The experiment method changes the state in the past that a shearing seepage experiment of a test piece is carried out in a manner that a single fracture is obtained by manual cleavage, and reflects the real state of fractures inside the rock. Experiment materials are low in cost and convenient for manual engraving by onself. The engraving speed is high, the determination device is small in land occupation, and the operation is simple.

Description

technical field [0001] The invention relates to a fracture network rock shear-seepage coupling experiment method, which belongs to the fields of fluid mechanics and rock mechanics. Background technique [0002] As we all know, rock foundations generally contain many discontinuous structures such as joints and fissures, and the interior of the fissured rock mass is rich in various defects, including micro-cracks, pores, and joint fissures. Under the action of the environment, subject to the complex effects of stress and water physics and chemistry, these defects have a great impact on the mechanical behavior and stability of the rock mass. Because a large number of complex cracks are distributed in the natural rock mass, the mechanical properties and permeability of the rock mass are non-uniform and anisotropic, which not only greatly changes the mechanical properties of the rock mass, but also seriously affects the permeability of the rock mass. characteristic. [0003] As...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/24G01N3/06
Inventor 王秋生董茜茜高经纬王洪洋
Owner BEIJING UNIV OF TECH
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