摘要
以成都望江锦园工程为例,介绍了双排桩支护体系在深基坑支护中的应用,基坑侧壁的变形观测结果表明,双排悬臂桩支护能够有效控制基坑水平位移。
The cantilever double soldier-piled supporting system was used for a deep excavation in Wangjiang Garden project in East Chengdu City. The subsurface soil consists of expansive cohesive soils. This paper presents an application of this type of supporting system in the deep excavation. The construction monitoring indicates that the cantilever double soldier-piled system can effectively limit the horizontal displacement during the excavation.
出处
《土工基础》
2013年第6期1-3,共3页
Soil Engineering and Foundation
关键词
基坑
双排悬臂桩
膨胀土
桩顶水平位移
Deep Excavations
retaining structure with double-row piles
Expansive Soils
Horizontal Displacement at Supporting Structure.