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On-site triaxial test system and method for hydraulic coupling of complex fractured rock mass

A technology of hydraulic coupling and fractured rock mass, applied in the field of rock engineering, can solve the problems that cannot fully reflect the structural characteristics of complex fractured rock mass, and cannot reflect the seepage field and stress field state of engineering rock mass

Inactive Publication Date: 2018-10-02
CHANGJIANG RIVER SCI RES INST CHANGJIANG WATER RESOURCES COMMISSION
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  • Claims
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Problems solved by technology

The hydraulic coupling tests of rock mass at home and abroad are mostly carried out indoors on small-sized specimens. The specimens are specimens with random fracture networks or specimens with single fractures. When studying the hydraulic coupling problems of engineering rock mass, there are The following deficiencies: specimens containing random fracture networks cannot fully reflect the structural characteristics of complex fractured rock mass due to the small size of specimens; specimens containing single fractures cannot reflect the seepage field and stress field state of engineering rock mass

Method used

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  • On-site triaxial test system and method for hydraulic coupling of complex fractured rock mass
  • On-site triaxial test system and method for hydraulic coupling of complex fractured rock mass

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Embodiment Construction

[0019] Below in conjunction with accompanying drawing and specific embodiment the present invention is described in further detail:

[0020] A hydraulically coupled on-site triaxial test system for complex fractured rock mass, such as figure 1 and figure 2 As mentioned above, it includes a watertight test chamber 1, a triaxial stress loading system, a water pressure loading system, a drainage system and a measurement system, wherein the triaxial stress loading system includes a water-permeable steel plate 21, a force transmission steel plate 22, a jack 23, and a hydraulic pipeline 24 and a pressure controller 25, the hydraulic loading system includes a high-pressure water pump 31 and a pressure water pipeline 32, the drainage system includes a permeable base 41 and a drainage pipeline 42, and the measurement system includes a piezometer 51, a flow meter 52, and a strain gauge 53 , acoustic wave transducer 54, data line 55 and computer 56;

[0021] Water-permeable steel plat...

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Abstract

The invention discloses a complicated jointed rock mass hydraulic coupling field tri-axial testing system. The complicated jointed rock mass hydraulic coupling field tri-axial testing system comprises a water-tight test cabin, a tri-axial stress loading system, a water pressure loading system, a drainage system and a measurement system, wherein the tri-axial stress loading system comprises a water-permeable steel plate, a force transfer steel plate, a jack, a hydraulic pipeline and a pressure controller, wherein the water pressure loading system comprises a high-pressure water pump and a pressure water pipeline, the drainage system comprises a water-permeable base and a drainage pipeline, and the measurement system comprises an osmometer, a flow meter, a strain meter, a sound wave transducer, a data line and a computer. The complicated jointed rock mass hydraulic coupling field tri-axial testing system can provide an effective and reliable research means for research of an engineering rock mass hydraulic coupling mechanism.

Description

technical field [0001] The invention relates to the technical field of rock engineering, in particular to an on-site triaxial test system and method for complex cracked rock mass hydraulic coupling. technical background [0002] The foundation rock mass of rock engineering such as hydropower stations and water-sealed oil storage depots is subject to hydraulic coupling, and the hydraulic coupling mechanism of rock mass is an important field of rock mass mechanics research. The hydraulic coupling tests of rock mass at home and abroad are mostly carried out indoors on small-sized specimens. The specimens are specimens with random fracture networks or specimens with single fractures. When studying the hydraulic coupling problems of engineering rock mass, there are The following deficiencies: the specimens with random fracture network cannot fully reflect the structural characteristics of complex fractured rock mass due to the small size of the specimens; the specimens with singl...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/10G01N15/08G01N33/24G01N1/28G01D21/02
CPCG01D21/02G01N1/28G01N3/10G01N15/08G01N15/082G01N33/24G01N2203/0019G01N2203/0048G01N2203/0062
Inventor 邬爱清熊诗湖张宜虎唐爱松范雷钟作武
Owner CHANGJIANG RIVER SCI RES INST CHANGJIANG WATER RESOURCES COMMISSION
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