摘要
主要对钢板桩支护结构在软土地基基坑的施工工序及设计参数进行了一定的验证,通过对基坑整体稳定性、基坑底部土体抗隆起、基坑墙底抗隆起等进行计算,得出基坑在开挖过程中处于稳定状态,对今后类似工程有一定的参考作用。
This article is mainly for the steel sheet pile retaining structure of foundation pit in soft soil foundation construction process and design parameters of a certain number of validation. By verifying the overall stability of foundation pit and foundation pit uplift resistance of soil and foundation pit wall at the bottom of the bottom uplift resistance calculation, it is concluded that foundation pit during excavation in a stable state. Has a certain reference for future similar projects.
出处
《山西建筑》
2014年第2期66-67,共2页
Shanxi Architecture
关键词
软土
深基坑
支护设计
施工工艺
soft soil, deep foundation pit, supporting design, construction technology
