摘要
介绍了采用密排排桩作为挡土墙,结合基坑内外大面积降水而不设止水帷幕的深基坑工程实例,由于场地地质情况复杂,基坑分成多期施工。本文对该工程的设计、施工和监测等各方面进行了细致的分析,得出了一些分期施工以及在粉砂土地区大面积降水的工程经验。
Line-up piles were used as the retaining wall of a deep excavation. Due to the complexity of geology, the pit was excavated by stages and dewatering without cut-off walls. The process of design, construction and monitoring data of the case was presented. Some useful conclusions were drawn.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2006年第B11期1849-1852,共4页
Chinese Journal of Geotechnical Engineering
关键词
深基坑
块石层
降水
分期开挖
粉砂士
deep excavation
stone layer
dewatering
excavated by stages
silt and sand