Centrifuge Modeling of the Cyclic Lateral Response of a Rigid Pile in Soft Clay-Reference-Cited by-同舟云学术

Centrifuge Modeling of the Cyclic Lateral Response of a Rigid Pile in Soft Clay

Published:2011-07 Issue:7 Volume:137 Page:717-729
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Zhang Chenrong¹²³,White David¹²³,Randolph Mark¹²³

Affiliation:

1. Lecturer, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Road, Shanghai 200092, People’s Republic of China; formerly, Academic Visitor to Centre for Offshore Foundation Systems, Univ. of Western Australia.

2. Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, WA 6009, Australia (corresponding author).

3. Winthrop Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, WA 6009, Australia.

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.1943-5606.0000482

Reference24 articles.

1. Advanced Geomechanics. (2002). Suction pile analysis code: AGSpanc version 4.2 user manual Advanced Geomechanics Perth Australia.

2. Doyle E. H. Sharma J. S. and Bolton M. D. (2004). “Centrifuge model tests on anchor piles for tension leg platforms.” Proc. Offshore Technology Conf. Houston 1–21.

3. Combining upper bound and strain path methods for evaluating penetration resistance

4. Calculation of cyclic response of laterally loaded piles

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