Analysis on Reinforcement and Stability of Bedding Rock Slope Based on Discrete Element
To study the reinforcement mechanism and stability of bedding rock slopes,based on discrete element method,a two-dimensional model is established by FLAC 3D software to analyze the sensitivity of rock mass parameters,and the reinforcement mechanism of anti-slide piles is obtained.The main conclusions are that rock slope inclination,slope angle,internal friction angle and cohesive force have the significant effects on the stability of bedding rock slope.The slope safety factor is more sensitive to changes of slope angle and internal friction angle.The increase of internal friction angle and cohesive force will lead to the increase of slope shear strength,which will make the anti-sliding force greater than the sliding force,and then increase the safety factor of bedding rock slope.By studying the layout of anti-sliding piles and the distance between piles,it is found that when the pile spacing is 2D～3.5D,the pile position No.5 is the optimal layout position.
bedding rock slopediscrete elementsensitivityanti-slide pile
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