Effect of Water-head Change on Seepage and Slope Stability
Based on seepage characteristic and seepage law, according to the theory of rock and soil mechanics, seepage mechanics, and engineering geology, numerical model was established. Through numerical simulation of groundwater seepage and analysis of stability of rock mass, the effect of water head change on slope stability was studied. The Results show that along with the water head raise, the total gliding force increase, the total anti-sliding force decline, and the stabilize factor decrease.
fractured rock mass seepage numerical simulation stability analysis
PEI Guihong XUE Qiang HE Xiang
Institute of Poromechanics Wuhan Polytechnic University, P.R.China, 430023
国际会议
2009 International Forum on Porous Flow and Applications(第十届全国渗流力学学术会议)
武汉
英文
745-748
2009-04-26（万方平台首次上网日期，不代表论文的发表时间）