Liquefaction Phenomena underneath Marine Gravity Structures Subjected to Wave Loads-Reference-Cited by-同舟云学术

Liquefaction Phenomena underneath Marine Gravity Structures Subjected to Wave Loads

Published:2006-07 Issue:4 Volume:132 Page:325-335
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

de Groot M. B.¹²¹²,Kudella M.¹²¹²,Meijers P.¹²¹²,Oumeraci H.¹²¹²

Affiliation:

1. GeoDelft, P.O. Box 69, 2600 AB Delft, The Netherlands.

2. Leichtweiss-Institute for Hydraulic Engineering, Technical Univ. Braunschweig, Beethovenstrasse 51a, 38106 Braunschweig, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282006%29132%3A4%28325%29

Reference25 articles.

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2. Andersen K. H. Allard M. A. and Hermstad J. (1994). “Centrifuge model tests of a gravity platform on very dense sand. II: Interpretation.” Proc. 7th Int. Conf. on the Behavior of Offshore Structures Vol. I Elsevier 255–282.

3. Barends F. B. J. and Calle E. O. F. (1985). “A method to evaluate the geotechnical stability of offshore structures founded on a loosely packed seabed sand in a wave loading environment.” Proc. 4th Int. Conf. on the Behavior of Offshore Structures J. A. Battjes ed. Elsevier Amsterdam 643–652.

4. Boeije R. P. De Groot M. B. and Meijers P. (1993). “Pore pressure generation and drainage underneath gravity structures.” Proc. 3rd Int. Offshore and Polar Engineering Conf. Singapore.

5. De Graauw A. Van der Meulen T. and Van der Does de Bye M. (1983). “Design criteria for granular filters.” Publication No. 287 WL-Delft Hydraulics Delft The Netherlands.

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