Damage evolution of tunnel lining with steel reinforced rubber joints under normal faulting: An experimental and numerical investigation

Author:

Yan Gaoming,Shen Yusheng,Gao Bo,Zheng Qing,Fan Kaixiang,Huang Haifeng

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

China Scholarships Council

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference46 articles.

1. Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils;Amorosi;Soil Dyn. Earthq. Eng.,2009

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

3. Evaluation of underground tunnel response to reverse fault rupture using numerical approach;Baziar;Soil Dyn. Earthq. Eng.,2016

4. Seismic design measures for the retrofit of the claremont tunnel;Caulfield,2005

5. Statistical analysis of earthquake damage types of typical highway tunnel lining structure in Wenchuan seismic disastrous area;Cui;Chinese J. Geol. Hazard Control,2011

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