Tunneling-induced ground movements on Tehran Metro

被引：1
|
作者：
Chakeri, Hamid [1 ]
Talebinejad, Alireza
Moosavi, Mahdi
Unver, Bahtiyar
机构：
[1] Hacettepe Univ, Dept Min Engn, TR-06800 Ankara, Turkey
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2012年 / 49卷 / 04期
关键词：
Ground Movement; Soft Ground; Sandy Gravel; Deep Excavation; Shallow Tunnel;
D O I：
10.1007/s11204-012-9180-x
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
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：7
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