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饱和粉细砂土基坑开挖支护技术
引用本文:刘坤鹏,管泽英.饱和粉细砂土基坑开挖支护技术[J].隧道建设,2006,26(4):61-63,67.
作者姓名:刘坤鹏  管泽英
作者单位:中铁隧道集团,河南,洛阳,471009
摘    要:饱和粉细砂地层施工中易产生流沙、管涌等现象,并且有高灵敏度、触变特性,在动力作用下,极易造成土体破坏,所以若施工不当,极易造成沉降过大或塌方现象,主要介绍了杭州市解放路饱和粉细砂层基坑开挖和支护技术。

关 键 词:基坑  开挖  支护
收稿时间:2006-03-24
修稿时间:2006-03-242006-06-06

Excavation and Reinforcement Technology for Foundation Pits in Saturated Fine Silt Sands
LIU Kun-peng,GUAN Ze-ying.Excavation and Reinforcement Technology for Foundation Pits in Saturated Fine Silt Sands[J].Tunnel Construction,2006,26(4):61-63,67.
Authors:LIU Kun-peng  GUAN Ze-ying
Institution:China Railway Tunnel Group, Luoyang 471009, Henan, China
Abstract:Sand flowing and piping are prone to occur when construction is performed in ground consisting of saturated fine silt sands. Furthermore, due to the high sensitivity and thixotropy of the ground, ground failure is prone to occur under dynamic actions. In such ground, serious subsidence or collapse will occur if improper construction activities are performed. The article presents the excavation and reinforcement technology adopted for the foundation pit of Jiefang Road Project in Hangzhou, which is situated in saturated fine silt sands.
Keywords:foundation pit  excavation  reinforcement
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