摘要
指出了高层建筑基坑工程中作用在围护结构上的土压力在非极限状态下随结构的变形而变化,提出了土压力的计算模型,对模型的参数进行了讨论,并结合工程实例进行了说明,以促进基坑挡墙土压力的研究。
It points out the soil pressure of exterior-protected construction changed with the structure in unlimited state in the projects of highlevel architectural foundation ditch, puts forward the calculation model of soil pressure, discusses the parameters of the model, and gets the illustration combined with the projects practice, to accelerate the research of foundation ditch earth-retaining wall pressure.
出处
《山西建筑》
2008年第5期136-137,共2页
Shanxi Architecture
关键词
土压力
极限状态
位移
计算模型
soil pressure, limited state, replacement, calculation model
