Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments-Reference-Cited by-同舟云学术

Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments

Published:2019-10 Issue:10 Volume:145 Page:04019080
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ebeido Ahmed¹^ORCID,Elgamal Ahmed²^ORCID,Tokimatsu Kohji³,Abe Akio⁴

Affiliation:

1. Graduate Student Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085. ORCID: .

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085 (corresponding author). ORCID: .

3. Professor, Dept. of Civil Engineering and Architecture, Tokyo Institute of Technology, Tokyo, Kanagawa 226-8503, Japan.

4. Engineer, Tokyo Soil Research Co., Ltd., Umezono, Tsukuba 305, Japan.

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.1943-5606.0002142

Reference42 articles.

1. Abdoun T. 1997. “Modeling of seismically induced lateral spreading of multi-layered soil and its effect on pile foundations.” Ph.D. thesis Dept. of Civil and Environmental Engineering Rensselaer Polytechnic Institute.

2. Evaluation of pile foundation response to lateral spreading

3. Pile Response to Lateral Spreads: Centrifuge Modeling

4. Case study of lateral spreading forces on a piled foundation

5. An alternative mechanism of pile failure in liquefiable deposits during earthquakes

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