Induced-Partial Saturation for Liquefaction Mitigation: Experimental Investigation-Reference-Cited by-同舟云学术

Induced-Partial Saturation for Liquefaction Mitigation: Experimental Investigation

Published:2007-04 Issue:4 Volume:133 Page:372-380
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Yegian M. K.¹²³⁴,Eseller-Bayat E.¹²³⁴,Alshawabkeh A.¹²³⁴,Ali S.¹²³⁴

Affiliation:

1. COE Distinguished Professor of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115.

2. Graduate Student, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115.

4. Engineer, Parsons, 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%291090-0241%282007%29133%3A4%28372%29

Reference18 articles.

1. Principles of electrokinetic remediation

2. Ali S. (2003). “Experimental setup and procedures for the preparation and cyclic testing of air entrapped sand.” Master’s Rep. Northeastern Univ. Boston.

3. Electro-Osmosis in Soils

4. Chaney R. (1978). “Saturation effects on the cyclic strength of sands.” Proc. ASCE Special Conf. on Earthquake Engineering and Soil Dynamics New York 342–358.

5. Pore pressures, consolidation, and electrokinetics;Esrig M. I.;J. Soil Mech. and Found. Div.,1968

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