Failure mechanism of tunnel lining joints and bolts with uneven longitudinal ground settlement

被引：80

作者：

Wang, Zhan ^{[2
]}

Wang, Lizhong ^{[1
]}

Li, Lingling ^{[1
]}

Wang, Jingchang ^{[1
]}

机构：

[1] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310058, Zhejiang, Peoples R China

[2] CCCC Fourth Harbor Engn Inst Co Ltd, Guangzhou 510288, Guangdong, Peoples R China

来源：

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY | 2014年 / 40卷

关键词：

Tunnel lining; Longitudinal ground settlement; Circumferential joint; Failure mechanism;

D O I：

10.1016/j.tust.2013.10.007

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

To simulate the failure mechanism of tunnel segmental lining joints and longitudinal bolts under uneven longitudinal ground settlement, a numerical model with 3D lining rings and bolts was established. The loads were divided into two parts: the soil pressure around the tunnel just after construction and a displacement loading according to field measurements of uneven longitudinal ground settlement. The interactions between the lining tenons, bolts and their holes, were determined. The results indicated that the deformation of the circumferential joints consisted of opening and dislocation, but the dislocation was dominant. The progressive failure of bolts and waterproofing measures were also revealed. The evaluation of structural integrity of circumferential joint and the mitigate measures were proposed in order to ensure the operational safety of a metro tunnel. (C) 2013 Elsevier Ltd. All rights reserved.

引用

页码：300 / 308

页数：9

共 20 条

[1]

Blom C.B.M., 2002, Doctoral dissertation

[2] Three-dimensional structural analyses of the shield-driven "Green Heart" Tunnel of the High-Speed Line South [J].

Blom, CBM ;

van der Horst, EJ ;

Jovanovic, PS .

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 1999, 14 (02) :217-224

[3]

Chen B., 2003, P ITA WORLD TUNN C 2, P969

[4]

CHEN Ji-wei, 2000, SHANGHAI GEOL, P51

[5] Analysis of shield tunnel [J].

Ding, WQ ;

Yue, ZQ ;

Tham, LG ;

Zhu, HH ;

Lee, CF ;

Hashimoto, T .

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2004, 28 (01) :57-91

[6]

Huang H.W., 2006, Tunn. Undergr. Space Technol, V21, P418, DOI [10.1016/j.tust.2005.12.063, DOI 10.1016/J.TUST.2005.12.063]

[7]

*JSCE, 2000, JAP STAND SHIELD TUN

[8] Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction [J].

Liao, Shao-Ming ;

Peng, Fang-Le ;

Shen, Shul-Long .

TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2008, 23 (04) :421-430

[9]

Liu J.H., 1991, SHIELDING TUNNEL MET

[10]

MO HH, 2007, TUNNELING UNDERGROUN, V23, P281, DOI DOI 10.1016/J.TUST.2007.06.007

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