Panel discussion: Ground subsidence due to shield tunnelling through soft clay

被引：0
|
作者：
Som, NN [1 ]
机构：
[1] Jadavpur Univ, Calcutta 700032, W Bengal, India
来源：
PROCEEDINGS OF THE FOURTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 4: POST CONFERENCE PROCEEDINGS | 1999年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Ground subsidence measured during shield tunnelling through soft clay under compressed air for the Calcutta metro construction is presented. The effect of two adjacent tunnels being built with a phase difference between the two is highlighted. The settlement profile is predicted well by an error function distribution. In spite of compressed air and the shield ground loss has been relatively high but the work in the relevant section has been done without major distress to adjoining structures.
引用
收藏
页码：2403 / 2406
页数：4
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