Influence of Clay Content on Wave-Induced Liquefaction-Reference-Cited by-同舟云学术

Influence of Clay Content on Wave-Induced Liquefaction

Published:2014-11 Issue:6 Volume:140 Page:04014024
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:

Kirca V. S. Ozgur¹,Sumer B. Mutlu²,Fredsøe Jørgen²

Affiliation:

1. Associate Professor, Istanbul Technical Univ., Dept. of Civil Engineering, 34469 Maslak, Istanbul, Turkey; formerly, Postdoctoral Research Fellow, Technical Univ. of Denmark, Danmarks Tekniske Universitet (DTU) Mekanik, Section for Fluid Mechanics, Coastal and Maritime Engineering, 2800 Kgs. Lyngby, Denmark (corresponding author).

2. Professor, Technical Univ. of Denmark, DTU Mekanik, Section for Fluid Mechanics, Coastal and Maritime Engineering, 2800 Kgs. Lyngby, Denmark.

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%29WW.1943-5460.0000249

Reference39 articles.

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

2. Guidelines for Pipeline On-Bottom Stability on Liquefied Noncohesive Seabeds

3. 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 ’91 555–560.

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