Cyclic behaviour and liquefaction resistance of Izumio sands in Osaka, Japan-Reference-Cited by-同舟云学术

Cyclic behaviour and liquefaction resistance of Izumio sands in Osaka, Japan

Published:2018-08-21 Issue:7 Volume:37 Page:765-774
ISSN:1064-119X
Container-title:Marine Georesources & Geotechnology
language:en
Short-container-title:Marine Georesources & Geotechnology

Author:

Mase Lindung Zalbuin¹^ORCID,Likitlersuang Suched²^ORCID,Tobita Tetsuo³^ORCID

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering, University of Bengkulu, Bengkulu, Indonesia;

2. Geotechnical Research Unit, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, Thailand;

3. Department of Civil, Environmental, and Applied System Engineering, Kansai University, Kansai, Japan

Funder

Thailand Research Fund

Ratchadapisek Sompoch Endowment Fund

Chulalongkorn University

the Japan-ASEAN Science and Technology Innovation Platform

the AUN/SEED-Net (JICA)

Publisher

Informa UK Limited

Subject

Ocean Engineering,Geotechnical Engineering and Engineering Geology,Oceanography

Link

https://www.tandfonline.com/doi/pdf/10.1080/1064119X.2018.1485793

Reference51 articles.

1. Anubhav, and N. S. Rao. 2001. Liquefaction Studies on Silty Clays Using Cyclic Triaxial Tests. Paper presented at proceeding of Fourth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, CA, March 26–31.

2. Evaluation of ground deformations induced by the 1999 Kocaeli earthquake (Turkey) at selected sites on shorelines

3. Liquefaction Resistance of Clean and Nonplastic Silty Sands Based on Cone Penetration Resistance

4. Liquefaction in the coastal environment: An analysis of case histories

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