Numerical Simulation Analysis on Stability of Inclined Bedded Rock Slope Under Rainfall
In order to study the stability of inclined bedding rock slope under rainfall conditions,combined with the engineering practice of cooperative evolution of key geological disasters and key technologies of intelligent monitoring and early warning system in Yunnan Pulang Copper mine,a representative slope in Pulang area was analyzed by numerical simulation software,and the slope stability was analyzed from the aspects of water content,slope displacement and safety factor.The results show that the slope is in a stable state,and the bedding dip angle will affect the stability of the slope.when the bedding inclination angle is 75°,the maximum displacement of the slope is the smallest and the safety factor is the largest.
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