Study on Stability of Consequent Rock Slope by Simulation Experiment
Based on similarity theory, the geologic mechanics model is established and to be used for studying distortion and breakage mechanism of consequent rock slope. The paper introduces the design and process of the experimentation. Through experimentation of a slope model, the stability of a slope is studied. After analyzing the phenomenon and data of the experimentation, it is found that the major deformation model is slippage. The mode of breakage is sliding and fracturing. The process of slippage is graded. The more hinder the position of coast is, the smaller the obliquity of rip face is. The deformation and breakage of bedding slope firstly arises at the dig face near the earth's surface.
P. L. Huang and C. X. Chen, "Study on Stability of Consequent Rock Slope by Simulation Experiment", Advanced Materials Research, Vols. 261-263, pp. 1470-1474, 2011