Dynamic Centrifuge Tests of Soft Clay Reinforced by Soil–Cement Grids-Reference-Cited by-同舟云学术

Dynamic Centrifuge Tests of Soft Clay Reinforced by Soil–Cement Grids

Published:2016-07 Issue:7 Volume:142 Page:04016027
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Khosravi Mohammad¹,Boulanger Ross W.²,Tamura Shuji³,Wilson Daniel W.⁴,Olgun C. Guney⁵,Wang Yongzhi⁶

Affiliation:

1. Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

3. Associate Professor, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, Tokyo 152-8550, Japan.

4. Associate Director, Center for Geotechnical Modeling, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

5. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA 24061.

6. Associate Professor, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China.

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.1943-5606.0001487

Reference27 articles.

1. Foundation Liquefaction Countermeasures for Earth Embankments

2. Centrifuge modeling studies of site response in soft clay over wide strain range;Afacan K.;J. Geotech. Geoenviron. Eng.,2013

3. Babasaki R. Suzuki K. and Suzuki Y. (1992). “Centrifuge tests on improved ground for liquefaction.” Proc. 10th World Conf. on Earthquake Engineering Balkema Rotterdam Netherlands 1461–1464.

4. Effect of lattice-shaped ground improvement geometry on seismic response of liquefiable soil deposits via 3-D seismic effective stress analysis

5. Weighted Residual Numerical Differentiation Algorithm Applied to Experimental Bending Moment Data

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