Experimental study on shear-seepage behaviour of rock joints under constant normal stiffness

In order to study the shear-flow coupling characteristics of joints under constant normal stiffness (CNS) boundary condition, the shear-flow coupling tests under three different stiffness and seepage pressure settings were carried out for duplicate joint specimens with three different joint roughnes...

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Bibliografski detalji
Glavni autori: XIA Cai-chu, YU Qiang-feng, QIAN Xin, GUI Yang, ZHUANG Xiao-qing
Format: Artigo
Jezik:Inglês
Izdano: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2020-01-01
Serija:Rock and Soil Mechanics
Teme:
joints
shear seepage coupling behaviour
normal stiffness
seepage pressure
joint roughness
Online pristup:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2018.7275
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