摘要
推导了直接计算柱下独立基础满足抗冲切承载力的基础高度的公式，提出了确定基础高度的简单方法．
This paper studies the formula to calculate height, which provides the bearing capacity of resisting punching shear, of independent foundation directly. A brief method to determine the height of independent foundation is put forward.
出处
《湖南城建高等专科学校学报》
2001年第3期30-31,34,共3页
Journal of Hunan Urban Construction College
关键词
独立基础
抗冲切
基础高度
independent foundation
resisting punching shear
height of foundation
