摘要
发电厂主要建筑物基坑深度一般在5～8m左右,在沿海地区施工中降水难度大。本文根据某填海造地电厂工程降水试验结果,对能否采用降水法解决基坑施工降水进行了分析。
The foundation depth of main buildings in power plant is about 5-8m, the construction dewater is very difficult in coastal areas. According to the dewatering test result in one reclamation power plant, this article analyzes the feasibility adopting the dewatering method during foundation excavation.
出处
《电力勘测设计》
2009年第2期17-20,共4页
Electric Power Survey & Design
关键词
填海造地
降水试验
渗透系数
reclamation
dewatering test
coefficient ofperrneability.
