Engineering geological analysis of deformation mechanism of sliding-fracturing in a rock slope
YAN Ming1，ZHENG Xiuhong1，2，ZHU Lei1，CHEN Yapeng3
(1. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection，Chengdu University of Technology，
Chengdu，Sichuan 610059，China；2. College of Civil and Architectural Engineering，Nanning University，Nanning，
Guangxi 530200，China；3. PowerChina Beijing Engineering Corporation Limited，Beijing 100024，China)
Abstract：The study area is located at the right bank of a proposed hydropower station on River Nu of Yunnan. The slope is mainly composed of migmatitic granite and mixed gneiss and the phenomenon of deformation and fracture controlled by low-angle and tilt-valley faults is very distinct. Although the macroscopic combination mode shows sliding-fracturing，but these faults were not cut and exposed at the slope toe and were buried inside the toe or below a certain depth of the valley. It is difficult to understand the cause of this phenomenon according to the views of traditional engineering geology and rock mechanics. Based on the field geological survey and the analysis of geological and mechanical conditions，the above phenomenon of deformation and fracture was found to be caused by the weathering and softening of rock in the valley bottom(slope toe and valley below) during the neoid geological period，which was a time-dependent deformation and fracture phenomenon. The result was verified by the numerical simulation. For the evolution of rock slopes，the softening effect of valley bottom(slope toe) is a kind of geological function with universal significance.
严 明1，郑秀红1，2，朱 雷1，陈亚鹏3. 某块状岩质斜坡滑移–张裂变形机制的工程地质分析[J]. 岩石力学与工程学报, 2016, 35(1): 130-140.
YAN Ming1，ZHENG Xiuhong1，2，ZHU Lei1，CHEN Yapeng3. Engineering geological analysis of deformation mechanism of sliding-fracturing in a rock slope. , 2016, 35(1): 130-140.
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2016, Vol. 35 
