Multi-point shaking table test design for long tunnels under non-uniform seismic loading

Author:

Yan Xiao,Yuan Juyun,Yu HaitaoORCID,Bobet Antonio,Yuan Yong

Funder

National Natural Science Foundation of China

Shanghai Committee of Science and Technology

Shanghai Educational Development Foundation

National Key Technology R&D Program

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference24 articles.

1. Nonlinear response of deep immersed tunnel to strong seismic shaking;Anastasopoulos;J. Geotech. Geoenviron. Eng.,2007

2. Model for dynamic shear modulus and damping for granular soils;Assimaki;J. Geotech. Geoenviron. Eng.,2000

3. Synthetic clay soil for dynamic model pile tests;Blaney,1987

4. Large-scale shaking table test for subway station structure built in liquefiable saturated fine sand soil;Chen;J. Earthq. Eng. Eng. Vib.,2007

5. Shaking table test of utility tunnel under non-uniform earthquake wave excitation;Chen;Soil Dyn. Earthq. Eng.,2010

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