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Study on Relationship of Horizontal Displacement of Supporting Wall and Surface Settlement behind the wall in the deep excavation without Superload
Author(s): 
Pages: 2-6,48
Year: Issue:  3
Journal: Underground Engineering and Tunnels

Keyword:  基坑 围护结构 水平位移 地表位移 简单位移场 地层补偿法;
Abstract: 分析了引起基坑围护结构变形的主要因素,以简单位移场及修正的地层补偿法位移场模拟无超载时围护结构水平位移与墙后地表位移的对应关系,并结合上海软土深基坑工程的实践,给出收缩系数及坑周地表位移的表达式。
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