近距离基坑间悬臂式围护结构设计浅析
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摘要: 本文论述了悬臂式结构围护下,近距离基坑间土体变形破坏特征,分析了这类围护结构失稳的力学机制。分析表明,,这类围护结构的失稳与基坑间距过小有密切关系。Abstract: The deformation and failure characteristics of soil mass between close-set excavation braced by cantilever retaining wall was described in this paper. The failure mechanism of this kind of bracing is analysed. It is shown that the failure relates to that the distance between excavation too small.
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