Study on safety control for Wuhan metro construction in complex environments

被引:49
作者
Ding, L. Y. [1 ]
Wu, X. G. [1 ]
Li, H. [2 ]
Luo, H. B. [1 ]
Zhou, Y. [1 ]
机构
[1] Huazhong Univ Sci & Technol, Sch Civil Engn & Mech, Wuhan 430074, Peoples R China
[2] Hong Kong Polytech Univ, Dept Construct & Land Use, Hong Kong, Hong Kong, Peoples R China
关键词
Metro station; Complex engineering environments; Construction scheme; Numerical simulation; Impact analysis; Safety control; PILE RESPONSE; ADJACENT; EXCAVATION;
D O I
10.1016/j.ijproman.2011.04.006
中图分类号
C93 [管理学];
学科分类号
12 ; 1201 ; 1202 ; 120202 ;
摘要
Open cut method is adopted in the foundation pit construction of Wuhan Metro Line 2 (WML2) XunLiMen Station which is under the bridge of the (existent) operating light rail. The foundation pit is only 1.25 m away from the nearest pier of Wuhan Light Rail Line 1 (WLRL1).Safety control of this project focuses on how foundation pit construction affects the safety of light rail bridge and its operation. In this paper, finite difference software FLAC3D for geotechnical engineering is applied to simulating the process of the foundation pit excavation and to analyze the impact of the isolation pile construction, the underground diaphragm wall construction and the foundation pit dewatering and excavation on the bridge piers of WLRL1, while the finite clement software ANSYS is used to simulate the numerical model of WLRL1. Moreover, the study of the impact of the construction scheme of WML 2 on the operation of WLRL1 is also presented in the paper. Finally, on the basis of the simulation results, (the) control standards for the operation safety of WLRL1 and (the) advices for the safety control of the foundation pit construction, which proved to be successful, are proposed. (C) 2011 Elsevier Ltd. and IPMA. All rights reserved.
引用
收藏
页码:797 / 807
页数:11
相关论文
共 12 条
[1]  
[Anonymous], INTEGRATED TRANSPORT
[2]  
[Anonymous], INTEGRATED TRANSPORT
[3]  
[Anonymous], COMPUTERS GEOTECHNIC
[4]   Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation [J].
Chang, CT ;
Sun, CW ;
Duann, SW ;
Hwang, RN .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2001, 16 (03) :151-158
[5]   Pile response adjacent to braced excavation [J].
Goh, ATC ;
Wong, KS ;
Teh, CI ;
Wen, D .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2003, 129 (04) :383-386
[6]   Neural network forecast model in deep excavation [J].
Jan, JC ;
Hung, SL ;
Chi, SY ;
Chern, JC .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2002, 16 (01) :59-65
[7]  
Liu H. L., 2010, TUNN UNDERGR SP TECH, P1
[8]   Behavior of Pile Groups Subject to Excavation-Induced Soil Movement in Very Soft Clay [J].
Ong, D. E. L. ;
Leung, C. F. ;
Chow, Y. K. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (10) :1462-1474
[9]   Analysis and design of partial ground improvement in deep excavations [J].
Ou, Chang-Yu ;
Teng, Fu-Chen ;
Wang, I-Wen .
COMPUTERS AND GEOTECHNICS, 2008, 35 (04) :576-584
[10]   Three-dimensional analysis of single pile response to lateral soil movements [J].
Pan, JL ;
Goh, ATC ;
Wong, KS ;
Selby, AR .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2002, 26 (08) :747-758