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收稿日期: 2006-03-24
修回日期: 2006-06-06
网络出版日期: 2010-04-21
Excavation and Reinforcement Technology for Foundation
Pits in Saturated Fine Silt Sands
Received date: 2006-03-24
Revised date: 2006-06-06
Online published: 2010-04-21
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 . DOI: B
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.
Key words: foundation pit excavation reinforcement
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