摘要
杭州某客运码头三层地下室部分设置在运河内,基坑南北两侧的土压力严重不平衡,地质条件及环境条件复杂。本文介绍了该工程地下室基坑支护的设计方案与施工过程。结合现场全过程监测资料,分析了基坑的变形性状及环境影响,得出了一些对类似工程有一定参考意义的结论。
A three-layer basement in Hangzhou is partially located in the Jing-Hang Grand Canal. The design and construction of its foundation pit were introduced. Based on the field observation data, the deformation behavior and environmental influence of excavation were analyzed and some valuable conclusions were drawn.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2006年第B11期1586-1589,共4页
Chinese Journal of Geotechnical Engineering
基金
浙江省建设厅科研推广应用项目
关键词
基坑
支护结构
土压力
软土
foundation pit
retaining structure
soil pressure
soft soil
