山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2011年
35期
58-59
,共2页
黄土边坡%渗透系数%稳定性
黃土邊坡%滲透繫數%穩定性
황토변파%삼투계수%은정성
loess slope%the permeability coefficient%stability
通过有限单元强度折减法对土体强度c,值进行折减,得出降雨前后的黄土边坡安全系数及土坡破坏面形状,在此基础上进一步分析了降雨条件下土坡的破坏机理,为以后类似实际工程提供一定的科学依据。
通過有限單元彊度摺減法對土體彊度c,值進行摺減,得齣降雨前後的黃土邊坡安全繫數及土坡破壞麵形狀,在此基礎上進一步分析瞭降雨條件下土坡的破壞機理,為以後類似實際工程提供一定的科學依據。
통과유한단원강도절감법대토체강도c,치진행절감,득출강우전후적황토변파안전계수급토파파배면형상,재차기출상진일보분석료강우조건하토파적파배궤리,위이후유사실제공정제공일정적과학의거。
This article through the finite element strength degradation of soil strength c,Φ subtraction value reduction,and concludes that the before and after the rain of the loess slope safety coefficient and slope failure face shape,on the basis of further analyzed the rainfall condition of soil slope under the failure mechanism of the actual project for the future,similar to provide some scientific basis.
