摘要
基于土的极限平衡理论 ,探讨了局部剪切破坏模式下地基极限承载力的计算方法 。
Based on the limit equilibrium theory of soil,this paper studies the calculation method of ground ultimate bearing capacity under local shear failure model,and the effect factor of the bearing capacity factor observed in tests is also explained.
出处
《工业建筑》
CSCD
北大核心
2003年第2期41-42,55,共3页
Industrial Construction
关键词
局部剪切破坏
地基
极限承载力
土
塑性
local shear failure ultimate bearing capacity of ground
