Effect of Soil Permeability on Centrifuge Modeling of Pile Response to Lateral Spreading-Reference-Cited by-同舟云学术

Effect of Soil Permeability on Centrifuge Modeling of Pile Response to Lateral Spreading

Published:2009-01 Issue:1 Volume:135 Page:62-73
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

González Lenart¹²³,Abdoun Tarek¹²³,Dobry Ricardo¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Chile, Avda. Blanco Encalada 2002, Santiago, Chile (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180.

3. Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180.

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%282009%29135%3A1%2862%29

Reference38 articles.

1. Abdoun T. (1997). “Centrifuge modeling of seismically induced lateral spreading of multilayer sand deposit and its effects on pile foundations.” Ph.D. thesis Rensselaer Polytechnic Institute Troy N.Y.

2. Pile Response to Lateral Spreads: Centrifuge Modeling

3. Arulmoli K. (1994). “VELACS: Selection distribution and laboratory testing of soils.” Proc. Int. Conf. on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems Vol. 2 Balkema Rotterdam The Netherlands 1281–1292.

4. Arulmoli K. Muraleetharan K. K. Hossain M. M. and Fruth L. S. (1992). “VELACS laboratory testing program.” Project No. 90-0562 Report to the National Science Foundation The Earth Technology Corporation Washington D.C.

5. Lateral Loaded Pile Response in Liquefiable Soil

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