摘要
基于极限平衡理论,视墙后填土为服从Mohr-Coulomb屈服准则的理想弹塑性材料,指出库仑土压力理论存在的一些缺陷,明确提出极限土压力是由墙后塑性土体产生,并假定塑性区的一族滑移线为直线,即平面滑裂面,建立了更为完善的滑楔分析模型,求解了在一般情况下考虑黏性土作用的挡土墙主动土压力、滑裂面土反力以及它们的分布,而经典库仑和朗肯主动土压力为其特例。
Based on the limit equilibrium theory and by treating the backfill as an ideal elastoplastic material which followed the Mohr-Coulomb yield criterion,some drawbacks of the Coulomb s earth pressure theory are pointed out,and it is explicitly postulated that the limit earth pressure results from the plastic soil body behind the retaining wall.By assuming that a family of slip lines in the plastic zone are straight lines,namely,the plane slip surfaces,a more reasonable slip wedge analysis model for clay is est...
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2009年第2期379-386,共8页
Rock and Soil Mechanics
关键词
挡土墙
主动土压力
极限平衡理论
平面滑裂面
弹性覆盖层
塑性土楔
retaining wall
active earth pressure
limit equilibrium theory
plane slip surface
elastic overburden
plastic soil wedge
