Tunneling-induced ground movements on Tehran Metro

被引：0
|
作者：
Hamid Chakeri
Alireza Talebinejad
Mahdi Moosavi
Bahtiyar Ünver
机构：
[1] Hacettepe University,Department of Mining Engineering
[2] Tehran University,Department of Mining Engineering
来源：
Soil Mechanics and Foundation Engineering | 2012年 / 49卷
关键词：
Ground Movement; Soft Ground; Sandy Gravel; Deep Excavation; Shallow Tunnel;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Tunnels constructed in soft soils give rise to displacements in existing structures surrounding the tunnel. Results are presented for a study conducted to estimate ground movements induced by protracted construction of Line 7 on the Tehran Metro, and compare them with data acquired with use of empirical finite-difference methods on a 3D model.
引用
收藏
页码：132 / 138
页数：6
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