Liquefaction Response of Partially Saturated Sands. II: Empirical Model-Reference-Cited by-同舟云学术

Liquefaction Response of Partially Saturated Sands. II: Empirical Model

Published:2013-06 Issue:6 Volume:139 Page:872-879
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Eseller-Bayat Ece¹,Yegian Mishac K.²,Alshawabkeh Akram³,Gokyer Seda⁴

Affiliation:

1. Assistant Professor, Istanbul Technical Univ., Maslak, Istanbul 34469, Turkey.

2. College of Engineering Distinguished Professor of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115 (corresponding author).

3. George A. Snell Professor of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115.

4. Ph.D. Student, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115.

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.1943-5606.0000816

Reference18 articles.

1. Chaney R. (1978). “Saturation effects on the cyclic strength of sands.” Earthquake Eng. and Soil Dynamics 1 342–359.

2. In Situ Pore-Pressure Generation Behavior of Liquefiable Sand

3. Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the Cyclic Strain Method

4. Eseller-Bayat E. (2009). “Seismic response and prevention of liquefaction failure of sands partially saturated through introduction of gas bubbles.” Ph.D. dissertation Northeastern Univ. Boston.

5. Eseller-Bayat E. Yegian M. K. Alshawabkeh A. and Gokyer S. (2013). “Liquefaction response of partially saturated sands. I: Experimental results.” J. Geotech. Geoenviron. Eng. 139(6) 863–871. doi:10.1061/(ASCE)GT.1943-5606.0000815

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