摘要
介绍了偏心受压基础底面尺寸的简捷算法 ,导出了满足地基承载力要求的偏心受压基础底面积和底面边长的计算公式 。
The paper introduces a design method of footings in eccentric compression and derives some formulas to determine the base dimension of the footings.The base size by formulas meets the requirement of the soil bearing capacity.The paper gives two examples.
出处
《广西土木建筑》
2002年第4期295-296,共2页
Building In Guangxi
关键词
偏心受压基础
底面尺寸
设计
地基承载力
footing in eccentric compression
base size
design
soil bearing capacity
