摘要
从经典库仑土压力计算理论入手,建立了深基坑多级支护土压力的计算模型,推导出深基坑多级支护土压力计算公式,结合工程实例得出:上级支护对下级支护有一定的影响,且与各级支护之间的开挖深度H和平台宽度W有密切的关系。
Starting from the classical Coulomb earth pressure theory, this article has established a multistage supporting structure of earth pressure computational model in the deep hole, inferred the multistage supporting earth pressure formula combining from some project example in the deep foundation, obtained: the higher authority supporting has the certain influence to subordinate supporting, the excavation depth H and the platform width W are closely related between supporting levels.
出处
《山西建筑》
2007年第32期18-19,共2页
Shanxi Architecture
关键词
多级支护
土压力
挡土墙
结构体系
multistage support, earth pressure, retaining wails, structural system