摘要
本文对非均质的一般性地基 ,给出了满足力与力矩平衡及滑动面上屈服条件的地基承载力计算公式。它适用于地基受偏心倾斜荷载及任意形状的地基表面情况。文中对成层土地基及有抛石基床情况做了计算 ,并与常用计算公式的结果进行了比较。
This paper gives the calculation formulas of foundation bearing capacity which can meet the balance of force and moment and the yield conditions on sliding plane for common heterogeneous foundation.The calculation method is suitable to the eccentric tilting load and foundation surface with various shapes.The calculations for layered soil foundations and enrockment foundation bed were done and compared with the results obtained by conventional calculation method.
出处
《中国港湾建设》
2000年第5期38-43,共6页
China Harbour Engineering
关键词
非均质地基
承载力
计算方法
heterogeneous soil
bearing capacity
calculation method
