软土地区由于土体强度低，地下水位高，流塑性强，基坑失稳事故频发。
Due to low soil strength, high underground water level and strong soil plasticity flow, unstability accidents happened frequently in soft soil area.
在软土地基上建造的高层建筑，有时因地下围护结构的失稳或基坑挖土方法的不当造成基础群桩发生严重位移的工程事故。
The underground pit wall structure unstability or foundation pit excavations accident will cause multi -pile(group- pile) serious movements when high- rise building built on soft ground.
在地下水位较高的地区开挖基坑时，地下水会不断渗入基坑，容易造成流砂和边坡失稳。
When a foundation pit is excavated in high water level, groundwater may cause drift sand and slope failure due to the influent from seepage.
因此，如何对已发生基坑边坡失稳、垮塌、滑动破坏等事故的加固处理是每个从事基坑工程设计、施工、监理以及管理人员面临解决的主要问题。
Therefore, how to reinforce pit slope after its loss of stability, collapse and slide is a key problem which designer, builder, supervisor and manager who are engaged in pit engineering have to face.
本文分析了武汉市某工程深厚淤泥质粘土基坑边坡失稳的原因。
In this paper, causes of failure of a foundation pit slope in thick mucky clay in Wuhan are analyzed.
本文分析了武汉市某工程深厚淤泥质粘土基坑边坡失稳的原因。
In this paper, causes of failure of a foundation pit slope in thick mucky clay in Wuhan are analyzed.
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