摘要
根据某市新建污水厂场地及建筑物施工要求,结合工程地质和水文地质条件,对其粗格栅及进水泵房基坑进行支护设计,通过分析,确定分别采用大放坡方案和微型桩复合土钉方案,并介绍了该基坑降水设计方案。
According to some newly-built sewage plant and its building construction requirement,the paper combining with the construction geology and hydrologic geology,has the supporting design for the course screen and its foundation pit of inflow room,and adopts the large slope and micro pile composite soil nail scheme,and introduces the design scheme for the foundation pit s dewatering according to the analysis.
出处
《山西建筑》
2010年第4期124-126,共3页
Shanxi Architecture
关键词
基坑支护
污水厂
大放坡
微型桩
复合土钉
foundation pit support
sewage plant
large slope
micro pile
composite nail
