Impact of Overcut on Interaction Between Shield and Ground in the Tunneling with a Double-shield TBM

被引:21
作者
Hasanpour, Rohola [1 ]
Rostami, Jamal [2 ]
Ozcelik, Yilmaz [1 ]
机构
[1] Hacettepe Univ, Dept Min Engn, TR-06800 Ankara, Turkey
[2] Penn State Univ, Dept Energy & Mineral Engn, University Pk, PA 16802 USA
关键词
Double-shield TBM; Overcut; Shield jamming; Squeezing ground; 3D numerical simulation; Thrust force; SIMULATION;
D O I
10.1007/s00603-015-0823-x
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
[No abstract available]
引用
收藏
页码:2015 / 2022
页数:8
相关论文
共 18 条
[1]  
Amberg F., 2009, ECCOMAS THEM C COMP, P353
[2]  
Anagnostou G., 2007, 2 HALF CENTURY ROCK, V2, P829
[3]  
Einstein HH, 1997, ITA WORLD TUNN C 97, V97, P2
[4]  
Graziani A, 2007, BRENN BAS ZUL INT S, P143
[5]  
Hasanpour R, 2013, UYAK 2013 3 INT S EX
[6]   Impact of Advance Rate on Entrapment Risk of a Double-Shielded TBM in Squeezing Ground [J].
Hasanpour, Rohola ;
Rostami, Jamal ;
Barla, Giovanni .
ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (03) :1115-1130
[7]   Advance numerical simulation of tunneling by using a double shield TBM [J].
Hasanpour, Rohola .
COMPUTERS AND GEOTECHNICS, 2014, 57 :37-52
[8]   3D finite difference model for simulation of double shield TBM tunneling in squeezing grounds [J].
Hasanpour, Rohola ;
Rostami, Jamal ;
Unver, Bahtiyar .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 40 :109-126
[9]  
Lombardi G, 1997, PROBLEMS TBM LININGS, P54
[10]   The Interaction Between Shield, Ground and Tunnel Support in TBM Tunnelling Through Squeezing Ground [J].
Ramoni, M. ;
Anagnostou, G. .
ROCK MECHANICS AND ROCK ENGINEERING, 2011, 44 (01) :37-61