Embankment Dam on Liquefiable Foundation—Dynamic Behavior and Densification Remediation-Reference-Cited by-同舟云学术

Embankment Dam on Liquefiable Foundation—Dynamic Behavior and Densification Remediation

Published:2004-11 Issue:11 Volume:130 Page:1214-1224
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Adalier Korhan¹,Sharp Michael K.²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Florida State Univ., Panama City, FL 32444. E-mail: kadalier@pc.fsu.edu

2. Director, Centrifuge Research Center, Engineer Research and Development Center, Vicksburg, MS 39180. E-mail: michael.k.sharp@erdc.usace.army.mil

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%282004%29130%3A11%281214%29

Reference46 articles.

1. Abe H. Ogawa Y. and Kusano K. ( 1995). “Centrifuge dynamic model test for sandy ground with embankment.” Proc. 1st Int. Conf. on Earthquake Geotechnical Engineering Balkema Rotterdam The Netherlands. Vol. 1 663–668.

2. Adalier K. ( 1992). “Postliquefaction behavior of soil systems.” MS thesis Dept. of Civil Engineering Rensselaer Polytechnic Institute (RPI) Troy N.Y.

3. Adalier K. ( 1996). “Mitigation of earthquake induced liquefaction hazards.” PhD thesis Dept. of Civil Engineering Rensselaer Polytechnic Institute Troy N.Y.

4. Adalier K. ( 2002). “Centrifuge modeling of embankment founded on liquefiable foundation subjected to seismic excitation.” Tech. Rep. Dept. of Civil Engineering RPI Troy N.Y.

5. Adalier K. and Elgamal A.W. ( 1998). “Foundation liquefaction and densification countermeasure for earth embankments.” Proc. 6th SECED Conference—Seismic Design Practice into the Next Century Balkema Rotterdam The Netherlands 195–203.

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