Uplift Mechanisms of Pipes Buried in Sand-Reference-Cited by-同舟云学术

Uplift Mechanisms of Pipes Buried in Sand

Published:2008-02 Issue:2 Volume:134 Page:154-163
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cheuk C. Y.¹²³,White D. J.¹²³,Bolton M. D.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, The Univ. of Hong Kong, Pokfulam, Hong Kong (corresponding author). E-mail: cycheuk@hkucc.hku.hk

2. Senior Lecturer, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, Australia.

3. Professor of Soil Mechanics, Dept. of Engineering, Univ. of Cambridge, Cambridge, UK.

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%291090-0241%282008%29134%3A2%28154%29

Reference24 articles.

1. The strength and dilatancy of sands

2. Bransby M. F. Newson T. A. Brunning P. and Davies M. C. R. (2001). “Numerical and centrifuge modeling of the upheaval resistance of buried pipelines.” Proc. 20th Int. Conf. on Offshore Mechanics and Arctic Engineering Rio de Janeiro Brazil.

3. Cheuk C. Y. (2005). “Soil-pipeline interaction at the seabed.” Ph.D. dissertation Univ. of Cambridge Cambridge U.K.

4. Chin E. L. Craig W. H. and Cruickshank M. (2006). “Uplift resistance of pipelines buried in cohesionless soil.” Proc. 6th Int. Conf. on Physical Modelling in Geotechnics. Ng Zhang and Wang eds. Vol. 1 Taylor & Francis Group London 723–728.

5. Cousens T. W. (1980). “The gravity flow of bulk solids in bunkers.” Ph.D. dissertation Univ. of Cambridge Cambridge U.K.

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