Seismic Lateral Response of Piles in Liquefying Soil-Reference-Cited by-同舟云学术

Seismic Lateral Response of Piles in Liquefying Soil

Published:2005-12 Issue:12 Volume:131 Page:1466-1479
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Liyanapathirana D. S.¹²,Poulos H. G.¹²

Affiliation:

1. Senior Lecturer, Dept. of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Northfields Ave., Wollongong, NSW 2522, Australia.

2. Senior Principal, Coffey Geosciences Pty. Ltd. and Emeritus Professor of Civil Engineering, Dept. of Civil Engineering (J05), Univ. of Sydney, Sydney, NSW 2006, Australia.

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%291090-0241%282005%29131%3A12%281466%29

Reference35 articles.

1. Abdoun T. Dobry R. and O’Rouke T. D. (1997). “Centrifuge and numerical modelling of soil-pile interaction during earthquake induced soil liquefaction and lateral spreading.” Observation and Modelling in Numerical Analysis and Model Tests in Dynamic Soil-Structure Interaction Problems—Proc. Sessions held in Conjunction with Geo-Logan ’97 Logan Utah 76–90.

2. Pile Response to Lateral Spreads: Centrifuge Modeling

3. Lateral resistance of piles in cohesionless soils;Broms B. B.;J. Soil Mech. Found. Div.,1964

4. Chako M. J. (1995). “Analysis of dynamic soil-pile structure interaction.” masters thesis Department of Civil and Environmental Engineering University of California Davis.

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