摘要
对均质土地基受偏心倾斜荷载的情况 ,应用极限平衡理论的新解题方法得出了地基承载力计算公式。除选定滑动面为对数螺旋面—对数螺旋面—平面的形式外 ,没有其他任何的简化或假定。公式适用于前倾式、后仰式、压入式等破坏模式 ,具有广泛的实用价值。
This paper presents equations, derived from the new solutions based on the theory of limit equilibrium, to calculate the bearing capacity of ground of homogeneous soil under the action of eccentric and inclined loads. Except that the selected sliding surface is formed by logarithmic helicoidal surface-logarithmic helicoidal surface-plane, no other simplifications or assumptions are made. The equations presented herein are applicable for failure modes of anteversion, retroversion and compression, showing their wide practical applicability.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2003年第1期96-100,共5页
Chinese Journal of Geotechnical Engineering
关键词
偏心倾斜
承载力
计算方法
极限荷载
ground
failure modes
bearing capacity
limit equilibrium
computation method
