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沿软弱夹层滑动的地震滑坡分析
EVALUATION OF EARTHQUAKE SLOPE FAILURE ALONG A WEAK LAYER
【摘要】 考虑超孔隙水压和滑动面几何形状改变对地震滑坡滑动过程的影响,推导纽马克法与瑞典条分法结合起来的滑距计算方法(即改进的NS法)。该方法可计算沿软弱夹层滑动的大滑距地震滑坡。通过对比改进的NS法和改进的NJ法所得计算结果的异同,分析2种计算方法的特点。此外,还分析地下水位、内摩擦角和土条宽度对计算结果的影响。
【Abstract】 The earthquake-induced large displacement of slope containing a weak layer was calculated by extended Newmark with Sweden method(extended NS method). In the methods,the effects of excess pore water pressure and the change of sliding plane geometry on displacement are rationally evaluated. The details of extended NS method were described. A comparison between extended NS method and extended NJ method was performed on a calculation example. The characteristics of these two methods were described. In addition,the effects of ground water level,internal frication angle and slice width on the calculated horizontal displacement were evaluated.
【Key words】 slope engineering; change of sliding plane geometry; excess pore water pressure; Newmark?s sliding block method; extended NS method; extended NJ method;
- 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2014年S2期
- 【分类号】P642.22
- 【被引频次】2
- 【下载频次】180