黄耀英, 沈振中, 包腾飞. 稳定渗流作用下圆弧滑动土坡稳定分析的代替法改进[J]. 力学与实践, 2014, 36(3): 285-287,293. DOI: 10.6052/1000-0879-13-410
引用本文: 黄耀英, 沈振中, 包腾飞. 稳定渗流作用下圆弧滑动土坡稳定分析的代替法改进[J]. 力学与实践, 2014, 36(3): 285-287,293. DOI: 10.6052/1000-0879-13-410
HUANG Yaoying, SHEN Zhenzhong, BAO Tengfei. MODIFIED SUBSTITUTION METHOD FOR CIRCULAR SLIDING SLOPE STABILITY ANALYSIST UNDER STEADY-STATE SEEPAGE[J]. MECHANICS IN ENGINEERING, 2014, 36(3): 285-287,293. DOI: 10.6052/1000-0879-13-410
Citation: HUANG Yaoying, SHEN Zhenzhong, BAO Tengfei. MODIFIED SUBSTITUTION METHOD FOR CIRCULAR SLIDING SLOPE STABILITY ANALYSIST UNDER STEADY-STATE SEEPAGE[J]. MECHANICS IN ENGINEERING, 2014, 36(3): 285-287,293. DOI: 10.6052/1000-0879-13-410

稳定渗流作用下圆弧滑动土坡稳定分析的代替法改进

MODIFIED SUBSTITUTION METHOD FOR CIRCULAR SLIDING SLOPE STABILITY ANALYSIST UNDER STEADY-STATE SEEPAGE

  • 摘要: 容重代替法是土坡稳定分析的常用方法. 首先研究了作用在圆弧滑动土坡上的水载荷作为孔隙水压力或作为渗流体载荷之间的关系,然后基于作用在滑块上的水载荷分别作为面载荷和作为体载荷的等效关系,给出了一种较简洁的基于代替法的稳定渗流对圆弧滑动土坡稳定影响的改进分析方法.

     

    Abstract: Bulk density of substitution method is a common method for slope stability analysis. The equivalence relationship between the water loads taken as face loads and the body loads respectively that act on a circular sliding block under steady-state seepage was analyzed firstly, then based on that equivalence relationship, a modified substitution method for circular sliding slope stability analysis under steady-state seepage is proposed.

     

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