Experiments of seepage erosion influence on shear characteristics of rock fracture
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    Abstract:

    In order to investigate the variation of shear characteristics of rock fractures after seepage erosion and its evolution mechanism, shear tests were conducted on two groups of specimens in different states. One group was fresh and the other was after a 120 h seepage-erosion experiment. The variations of shear test curve, peak shear strength, residual shear strength and initial shear stiffness were analyzed. The results show that the shear stress-strain curves and normal displacement-shear displacement curves of rough fractures after seepage erosion change little compared with the fresh rough fractures, but the shear contraction displacement decreases and the shear dilation displacement increases. The seepage erosion increases the surface roughness of the fracture, leading to an average increase of the peak shear strength by 8. 83%, but with no significant change in the residual shear strength, indicating a declined ratio of residual strength to peak strength. The initial shear stiffness increases by 10. 84% on average after seepage erosion.

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盛金昌,高鹏,王珂,等.渗流侵蚀作用对岩石裂隙剪切特性的影响试验[J].水利水电科技进展,2021,41(2):42-48.(SHENG Jinchang, GAO Peng, WANG Ke, et al. Experiments of seepage erosion influence on shear characteristics of rock fracture[J]. Advances in Science and Technology of Water Resources,2021,41(2):42-48.(in Chinese))

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  • Online: April 15,2021
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