Experimental and analytical study on longitudinal joint opening of concrete segmental lining
Tóm tắt
Từ khóa
Tài liệu tham khảo
Arnau, 2011, Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 2: numerical simulation, Tunn. Undergr. Space Technol., 26, 778, 10.1016/j.tust.2011.04.005
Blom, C.B.M., 2000. Design Philosophy of Concrete Linings for Tunnels in Soft Soils. Ph.D. thesis, Technical Univ. of Delft, DUP Science, Delft, Netherlands.
Collins, 1991
Ding, 2013, Full-scale testing and modeling of the mechanical behavior of shield TBM tunnel joints, Struct. Eng. Mech., 45, 333, 10.12989/sem.2013.45.3.337
DGJ08-11, 2010. Shanghai code for design of foundation (in Chinese). Management Office of Shanghai Technical Standard Project, Shanghai.
Do, 2013, 2D numerical investigation of segmental lining behavior, Tunn. Undergr. Space Technol., 37, 115, 10.1016/j.tust.2013.03.008
El Naggar, 2008, An analytical solution for jointed tunnel linings in elastic soil or rock, Can. Geotech. J., 45, 1572, 10.1139/T08-075
El Naggar, 2012, Approximate evaluation of stresses in degraded tunnel linings, Soil Dynam. Earthq. Eng., 43, 45, 10.1016/j.soildyn.2012.07.016
GB50010, 2010
ITA, 2000, Guidelines for the design of shield tunnel lining (ITA WG 2 report), Tunn. Undergr. Space Technol., 15, 303, 10.1016/S0886-7798(00)00058-4
JSCE (Japanese Society of Civil Engineers), 1977
JSCE (Janapese Society for Civil Engineers), 2000. Japanese Standard for Shield Tunnelling, third ed.
Koyama, 2003, Present status and technology of shield tunneling method in Japan, Tunn. Undergr. Space Technol., 18, 145, 10.1016/S0886-7798(03)00040-3
Lee, 2001, The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure, Can. Geotech. J., 38, 461, 10.1139/t00-107
Muir Wood, 1975, The circular tunnel in elastic ground, Géotechnique, 25, 115, 10.1680/geot.1975.25.1.115
Shen, B.W., 2012. Research on the Interface Model for the Joint of Shield Tunnel in Soft Soil (in Chinese). MSE Thesis. Tongji University, Shanghai, China.
Teachavorasinskun, 2010, Influence of segmental joints on tunnel lining, Tunn. Undergr. Space Technol., 25, 490, 10.1016/j.tust.2010.02.003
Wang, 2013, Mechanism of transverse deformation and assessment index for shield tunnels in soft clay under surface surcharge (in Chinese), Chin. J. Geotech. Eng., 35, 1092
Yu, 2013, Seismic analysis of a long tunnel based on multi-scale method, Eng. Struct., 49, 572, 10.1016/j.engstruct.2012.12.021
Zhong, 2006, Effect of joint structure on joint stiffness for shield tunnel lining, Tunn. Undergr. Space Technol., 21, 406
Zhu, H.H., 1995. Designs and Analysis on Underground Structures. Geo-research Institute Report, Osaka, Japan.