Laboratory Study of Liquefaction due to Wave–Seabed Interaction-Reference-Cited by-同舟云学术

Laboratory Study of Liquefaction due to Wave–Seabed Interaction

Published:2006-07 Issue:7 Volume:132 Page:842-851
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chowdhury B.¹²³,Dasari G. R.¹²³,Nogami T.¹²³

Affiliation:

1. Research Student, Dept. of Civil Engineering, National Univ. of Singapore, Singapore.

2. Senior Research Engineer, ExxonMobil Upstream Research Company, Houston, TX 77252; formerly, Assistant Professor, Dept. of Civil Engineering, National Univ. of Singapore, Singapore (corresponding author).

3. Retired; formerly, Professor, Dept. of Civil Engineering, National Univ. of Singapore, Singapore.

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%282006%29132%3A7%28842%29

Reference26 articles.

1. Pore‐water pressure measurements: Mississippi delta submarine sediments

2. Ambient and dynamic pore pressures in fine-grained submarine sediments: Mississippi Delta

3. Chowdhury B. (2003). “One-dimensional study of wave-induced momentary liquefaction of the seabed.” MEng thesis National Univ. of Singapore Singapore.

4. de Groot M. B. Lindenberg J. and Meijers P. (1991). “Liquefaction of sand used for soil improvement in breakwater foundations.” Proc. Int. Symp. Geo-Coast’91 Port & Harbor Res. Inst. Yokohama 555–C560.

5. de Groot M. B. and Meijers P. (1992). “Liquefaction of trench fill around a pipeline in the seabed.” Proc. of BOSS 92 Behavior of Offshore Structures Conference Imperial College London 1333–1344.

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