CENTRIFUGE RESEARCH OF COUNTERMEASURES TO PROTECT PILE FOUNDATIONS AGAINST LIQUEFACTION-INDUCED LATERAL SPREADING-Reference-Cited by-同舟云学术

CENTRIFUGE RESEARCH OF COUNTERMEASURES TO PROTECT PILE FOUNDATIONS AGAINST LIQUEFACTION-INDUCED LATERAL SPREADING

Published:2005-01 Issue:sup001 Volume:9 Page:105-125
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

ABDOUN TAREK,DOBRY RICARDO,ZIMMIE THOMAS F.,ZEGHAL MOURAD

Publisher

Informa UK Limited

Subject

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

Link

http://www.tandfonline.com/doi/pdf/10.1080/10256018808623883

Reference31 articles.

1. Modelling of pile foundations retrofitting strategies against seismically induced lateral spreading

2. Pile Response to Lateral Spreads: Centrifuge Modeling

3. Berrill , J. B. Christensen , S. A. Keenan , R. J. Okada , W. and Pettinga , J. K. [ 1997 ]Lateral-Spreading Loads on a Piled Bridge Foundation, Seismic Behavior of Ground and Geotechnical Structures( Seco E. Pinto, ed. ), PP. 173 – 183 , Balkema , Rotterdam .

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