Numerical Simulation for the Effect of Joint Inclination to the Stability of Stratified Rock Slope
Slope excavations are often constructed in stratified host rock masses in practice.In order to describe the effect of the inclination of layer of rock mass to the factor of safety of slope,a rock slope in one road is chosen as the engineering project.In the present paper,the stability mechanism of slope is analyzed.Numerical models for the slope are founded,the application method of shear strength reduction technique is discussed,and the convergence of numerical computations criterion is chosen as the failure criterion for slope.At last,according to the numerical calculation results,the influential factors to the stability of stratified rock slope are analyzed,to give guidance for the real practice.
Stratified rock slope factor of safety joint inclination
Qihong Wu Zhiyong Kou Shiming Wan
School of Urban and Rural Construction Chengdu University Chengdu, China
国际会议
沈阳
英文
29-32
2012-07-27（万方平台首次上网日期，不代表论文的发表时间）