Centrifuge Modeling and Mitigation of Manhole Uplift due to Liquefaction-Reference-Cited by-同舟云学术

Centrifuge Modeling and Mitigation of Manhole Uplift due to Liquefaction

Published:2013-03 Issue:3 Volume:139 Page:458-469
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kang Gi-Chun¹,Tobita Tetsuo²,Iai Susumu³,Ge Louis⁴

Affiliation:

1. Postdoctoral Research Fellow, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409; formerly, Researcher, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 611-0011, Japan (corresponding author).

2. Assistant Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 611-0011, Japan.

3. Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 611-0011, Japan.

4. Associate Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 10617, Taiwan; formerly, Associate Propessor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409.

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.1943-5606.0000769

Reference32 articles.

1. A Substitute Pore Fluid for Seismic Centrifuge Modeling

2. Ishinabe H. Yasuda S. Murasawa Y. Takanami K. and Kobayashi T. (1999). “A study on liquefacts strength cement deep mixing soil reinforced with fiber.” Proc. 54th Annual Conf. of the Japan Society of Civil Engineers Japan Society of Civil Engineers Tokyo 498–499 (in Japanese with English abstract).

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