摘要
本文对直接计算条形基础和短形基础换土垫层厚度的方法进行了探讨，建立力平衡方程直接计算，可不需试算就可直接算出换土垫层厚度。
This paper discusses the method of direct computation of the thickness of soil replacement cushion layer for strip and rectangular fooing foundations. It establishes the direct computation equation of force equilibrium. It can conduct the direct computation for the thickness of soil teplacement cushion layer without trial calculation.
出处
《勘察科学技术》
1998年第3期19-22,45,共5页
Site Investigation Science and Technology
关键词
换土垫层
软弱层
地基处理
承载力
直接算法
soil replacement cushion layer
soft layer
foundation treatment
bearing capacity
