摘要
以某施工工程作为研究对象,该工程具有较大的基坑面积,且开发深度大,在处于高地下水位的季节进行施工时,应当采取有效的复合土钉墙支护方案和降、排水措施,进而能够确保基坑边坡的稳定性。
Taking a construction project as the research object, the project has a large area of foundation pit and a large development depth. When the construction is carried out in the season of high water level, effective composite soil nailing wall support scheme and dewatering and drainage measures should be taken to ensure the stability of the foundation pit slope.
作者
张达
ZHANG Da(Shanxi Industrial Equipment Installation Group Co.Ltd.,Taiyuan 030100,China)
出处
《工程建设与设计》
2020年第15期28-30,共3页
Construction & Design for Engineering
关键词
高水位
深基坑
支护
方案
high water level
deep foundation pit
support
scheme
