Effects of Pile Tip Support Condition on Pile Behavior under the Action of a Large Earthquake-Reference-Cited by-同舟云学术

Effects of Pile Tip Support Condition on Pile Behavior under the Action of a Large Earthquake

Published:2021-08 Issue:8 Volume:147 Page:04021065
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Tamura Shuji¹^ORCID,Torii Koyo²,Iriguchi Naoki³

Affiliation:

1. Professor, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, 2-12-1-M1-33 Ookayama, Meguro-ku, Tokyo 152-8550, Japan (corresponding author). ORCID: .

2. Formerly, Graduate Student, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, 2-12-1-M1-33 Ookayama, Meguro-ku, Tokyo 152-8550, Japan.

3. Ph.D. Student, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, 2-12-1-M1-33 Ookayama, Meguro-ku, Tokyo 152-8550, 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.1943-5606.0002580

Reference21 articles.

1. Evaluation of pile foundation response to lateral spreading

2. AIJ (Architectural Institute of Japan). 1998. Report on the Hanshin-Awaji Earthquake disaster, building series volume 4. [In Japanese.] Tokyo: Wooden Structure and Building Foundations.

3. AIJ (Architectural Institute of Japan). 2001. Recommendations for deign of building foundations. Tokyo: Architectural Institute of Japan.

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

5. Behavior of Pile Foundations in Laterally Spreading Ground during Centrifuge Tests

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