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

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

  • 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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