Evaluation of train-induced settlement for metro tunnel in saturated clay based on an elastoplastic constitutive model

Author:

Huang Qiang,Huang Hongwei,Ye Bin,Zhang Dongmei,Zhang Feng

Funder

Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference69 articles.

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2. Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numerical simulation;Bao;Soils Foundations,2012

3. Co-seismic and post-seismic behaviour of an existed shallow foundation and a superstructure system on a natural sand/silt layered ground;Bao;Engineering Computations,2016

4. Seismic evaluation of soil-foundation-superstructure system considering geometry and material nonlinearities of both soils and structures;Bao;Soils Foundations,2012

5. Theory of propagation of elastic waves in a fluid-saturated porous solid I. low-frequency range;Biot;The Journal of the acoustic Society of America,1956

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