Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling-Reference-Cited by-同舟云学术

Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling

Published:2014-10 Issue:10 Volume:140 Page:04014057
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chian Siau Chen¹,Tokimatsu Kohji²,Madabhushi Santana Phani Gopal³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Engineering Dr. 2, E1A-07-03, Singapore 117576 (corresponding author).

2. Professor, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, 2-12-1 O-okayama, Meguro-ku, Tokyo 152-8550, Japan.

3. Professor, Dept. of Engineering, Univ. of Cambridge, Schofield Centre, Madingley Rd., High Cross, Cambridge CB3 0EL, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001159

Reference37 articles.

1. Centrifuge modeling for seismic retrofit design of an immersed tube tunnel;Adalier K.;J. Phys. Model. Geotech.,2003

2. Saturation and Preloading Effects on the Cyclic Behavior of Sand

3. Byrne P. M. et al. (2004). “Numerical modeling of dynamic centrifuge tests.” Proc. 13th World Conf. on Earthquake Engineering International Association for Earthquake Engineering Tokyo.

4. Chian S. C. and Madabhushi S. P. G. (2010). “Use of PIV analysis for soil deformations around a tunnel in liquefiable soils.” Proc. 14th European Conf. on Earthquake Engineering Macedonian Association for Earthquake Engineering (MAEE) Ohrid Macedonia.

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