摘要
本文从卸载模量的概念出发 ,推导出特定条件下基坑隆起的估算公式 。
Bsaed on the concept of unloading modulus,the formula of upheaval of foundation pit bottom in a particular situation is proposed and comparision is made with a certain excavation in Shanghai.
出处
《土工基础》
2001年第2期29-30,42,共3页
Soil Engineering and Foundation
关键词
基坑
卸载模量
隆起
开挖
foundation pit,unloading modulus,upheaval
