Total Stress Analysis of Soft Clay Ground Response in Centrifuge Models-Reference-Cited by-同舟云学术

Total Stress Analysis of Soft Clay Ground Response in Centrifuge Models

Published:2019-10 Issue:10 Volume:145 Page:04019061
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Afacan Kamil B.¹,Yniesta Samuel²,Shafiee Ali³,Stewart Jonathan P.⁴,Brandenberg Scott J.⁵^ORCID

Affiliation:

1. Assistant Professor and Vice Chair, Dept. of Civil Engineering, Eskisehir Osmangazi Univ., Eskisehir 26040, Turkey.

2. Assistant Professor, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montréal, Montréal, QC, Canada H3T 1J4.

3. Assistant Professor, Dept. of Civil Engineering, California State Polytechnic Univ., Pomona, CA 91768.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095.

5. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095 (corresponding author). ORCID: .

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.1943-5606.0002115

Reference38 articles.

1. Afacan K. B. 2014. “Evaluation of nonlinear site response of soft clay using centrifuge models.” Ph.D. thesis Dept. of Civil and Environmental Engineering Univ. of California.

2. Centrifuge Modeling Studies of Site Response in Soft Clay over Wide Strain Range

3. The strength and dilatancy of sands

4. Estimates of Site-Dependent Response Spectra for Design (Methodology and Justification)

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