Seismic responses of a subway station and tunnel in a slightly inclined liquefiable ground through shaking table test

Bo, 2003, Effect of soil layer construction on peak accelerations of ground motions, Earthq Eng Eng Vib, 23, 35

Che, 2002, Shaking table test and numerical simulation of seismic response of subway structures

Chen, 2013, Shaking table test on the seismic failure characteristics of a subway station structure on liquefiable ground, Earthq Eng Struct Dyn, 42, 1489, 10.1002/eqe.2283

Chen, 2015, Shaking table tests on a three-arch type subway station structure in a liquefiable soil, Bull Earthq Eng, 13, 1675, 10.1007/s10518-014-9675-0

Chen, 2015, Shaking-table tests and numerical simulations on a subway structure in soft soil, Soil Dyn Earthq Eng, 76, 13, 10.1016/j.soildyn.2014.12.012

Chen, 2013, Shaking table tests on deformation properties of the cone-shaped liquefaction foundation, Geotech Investig Surv, 74, 374

Chen, 2015, Vision-based displacement test method for high-rise building shaking table test, J Vibroeng., 17, 4057

Chian, 2014, Soil liquefaction-induced uplift of underground structures: physical and numerical modeling, J Geotech Geoenviron Eng, 140, 31, 10.1061/(ASCE)GT.1943-5606.0001159

Hardin, 1972, Shear modulus and damping in soils: design equations and curves, Geotech Spec Publ, 98

Iida, 1996, Damage to Daikai subway station. soils and foundations, Special issue on geotechnical aspects of the January 17 1995 Hyogoken-Nambu earthquake, Jpn Geotech Soc, 283

Iwatate T, Kobayashi Y, Kusu Het al. Investigation and shaking table tests of subway structures of the Hyogoken-Nanbu earthquake. In: Proceedings of the 12th world conference on earthquake engineering, New Zealand: New Zealand Society for Earthquake Engineering; 2000. p. 1043–51.

Kabasawa K, Kokusho T. Energy analysis and model tests on lateral flow induced by water film effect in liquefied ground. In: Proceedings of the Japan Society of Civil Engineers 771; 2005. p. 135–45.

Kokusho T, Kabasawa K. Slope failure evaluation by energy approach in hydraulic fill dams due to liquefaction-induced water films. In: Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver, B.C., Canada. Paper No. 131; August 2004 p. 1–6.

Liu, 2006, Working mechanism of cutoff walls in reducing uplift of large underground structures induced by soil liquefaction, Comput Geotech, 33, 209, 10.1016/j.compgeo.2006.07.002

Martin, 1982, One-dimensional dynamic ground response analyses, J Geotech Eng Div, 108, 935, 10.1061/AJGEB6.0001316

Matsui, 2004, Development and validation of nonlinear dynamic analysis in seismic performance verification of underground RC structures, J Adv Concr Technol, 2, 25, 10.3151/jact.2.25

Moss, 2013, Scale model shake table testing of an underground tunnel cross section in soft clay, Earthq Spectra, 29, 1413, 10.1193/070611EQS162M

Nishiyama, 1999, Seismic design of cut and cover tunnel based on damage analyses and experimental studies, Q Report RTRI, 40, 158, 10.2219/rtriqr.40.158

Ohtomo, 2001, Research on streamlining seismic safety evaluation of underground reinforced concrete duct-type structures in nuclear power stations—Part-2. Experimental aspects of laminar shear sand box excitation tests with embedded RC models, Trans. SMiRT, 16, 1298

Tamari, 2003, Seismic soil-structure interaction of cross sections of flexible underground structures subjected to soil liquefaction, Soils Found, 43, 69, 10.1016/S0038-0806(20)30803-9

Uenishi, 2000, Characteristic of the vertical seismic waves associated with the 1995 Hyogo-ken Nanbu (Kobe), Japan earthquake estimated from the failure of the Daikai Underground Station, Earthq Eng Struct Dyn, 29, 813, 10.1002/(SICI)1096-9845(200006)29:6<813::AID-EQE939>3.0.CO;2-E

Ye, 2015, Seismic dynamics of offshore breakwater on liquefiable seabed foundation, Soil Dyn Earthq Eng, 76, 86, 10.1016/j.soildyn.2015.02.003

Ye, 2016, Nonlinear simulation of offshore breakwater on sloping liquefied seabed, Bull Eng Geol Environ, 75, 1215, 10.1007/s10064-016-0906-2

Youd, 2004, Lessons learned and need for instrumented liquefaction sites, Soil Dyn Earthq Eng, 24, 639, 10.1016/j.soildyn.2004.06.006

Zhuang, 2016, Influence of soil liquefaction on the seismic response of a subway station in model tests, Bull Eng Geol Environ, 75, 1169, 10.1007/s10064-015-0777-y

Zhuang, 2015, Seismic responses of a large underground structure in liquefied soils by FEM numerical modelling, Bull Earthq Eng, 13, 3645, 10.1007/s10518-015-9790-6

Zhuang, 2006, Analysis of nonlinear earthquake response of metro double-tunnels, Earthq Eng Eng Vib, 26, 131

Zhuang, 2006, Analysis of nonlinear earthquake response of two-layer double-column subway station structure, Chin J Rock Mech Eng, 25, 3074