Evaluation of seismic performance of pile-supported models in liquefiable soils-Reference-Cited by-同舟云学术

Evaluation of seismic performance of pile-supported models in liquefiable soils

Published:2016-02-24 Issue:6 Volume:45 Page:1019-1038
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Lombardi D.¹,Bhattacharya S.²

Affiliation:

1. School of Mechanical, Aerospace and Civil Engineering; The University of Manchester; Manchester UK

2. Department of Civil and Environmental Engineering; University of Surrey; Guildford UK

Funder

EPSRC (Engineering and Physical Sciences Research Council, United Kingdom)

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2716/fullpdf

Reference57 articles.

1. Liquefaction of soil in the Emilia-Romagna region after the 2012 Northern Italy earthquake sequence;Lombardi;Natural Hazards,2014

2. Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake;Bhattacharya;Soil Dynamics and Earthquake Engineering,2011

3. The role of soil in the collapse of 18 piers of Hanshin expressway in the Kobe earthquake;Mylonakis;Earthquake Engineering & Structural Dynamics,2006

4. Safety assessment of existing piled foundations in liquefiable soils against buckling instability;Bhattacharya;ISET Journal of Earthquake Technology,2006

5. Effects of liquefaction-induced ground displacements on pile performance in the 1995 Nyogoken-Nambu earthquake;Tokimatsu;Soils and Foundations,1998

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