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Development of testing machine for coupled seepage and triaxial stress measurements in rocks
Liu Guangting ; Ye Yuanxin ; Xu Zenghui
2010-05-11 ; 2010-05-11
关键词Practical Theoretical or Mathematical/ dams data acquisition geophysical techniques hydraulic systems rocks stress measurement/ testing machine coupled seepage triaxial stress measurement rocks dam design sealing system hydraulic pressure control system triaxial loading system flow measurement system automatic control and data acquisition system polyurethane sealant oil-seal technology/ A9160B Mechanical and acoustic properties of rocks, minerals and soil A9385 Instrumentation and techniques for geophysical, hydrospheric and lower atmosphere research E2110D Geotechnical structures E1630 Testing E1640 Instrumentation E2130 Fluid mechanics and aerodynamics (mechanical engineering) E1620 Measurement E0410H Mechanical engineering applications of IT
中文摘要A testing machine for coupled seepage and triaxial stress was developed to measure seepage in rocks subjected to 3D stresses to improve dam designs. The machine includes a sealing system, a hydraulic pressure control system, a triaxial loading system, a flow measurement system, and an automatic control and data acquisition system. The machine can load the rock in the two directions perpendicular to the flow direction. Polyurethane sealant is used to seal the rock sample with high pore pressures, a damper is used to smooth the high pore pressures, and oil-seal technology is used to eliminate evaporation when measuring the tiny flow rates.
语种中文 ; 中文
出版者Tsinghua Univ. Press ; China
内容类型期刊论文
源URL[http://hdl.handle.net/123456789/27401]  
专题清华大学
推荐引用方式
GB/T 7714
Liu Guangting,Ye Yuanxin,Xu Zenghui. Development of testing machine for coupled seepage and triaxial stress measurements in rocks[J],2010, 2010.
APA Liu Guangting,Ye Yuanxin,&Xu Zenghui.(2010).Development of testing machine for coupled seepage and triaxial stress measurements in rocks..
MLA Liu Guangting,et al."Development of testing machine for coupled seepage and triaxial stress measurements in rocks".(2010).
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