Residual Liquefaction of Seabed under Standing Waves-Reference-Cited by-同舟云学术

Residual Liquefaction of Seabed under Standing Waves

Published:2013-11 Issue:6 Volume:139 Page:489-501
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 Jørgen³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Istanbul Technical Univ., 34469 Maslak, Istanbul, Turkey; formerly, Ph.D. Research Fellow, Section for Fluid Mechanics, Coastal and Maritime Engineering, Technical Univ. of Denmark, DTU Mekanik, 2800 Kgs. Lyngby, Denmark.

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

3. Professor, Section for Fluid Mechanics, Coastal and Maritime Engineering, Technical Univ. of Denmark, DTU Mekanik, 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.1943-5460.0000208

Reference35 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. on Behaviour of Offshore Structures BMT Group Teddington U.K. 643–652.

2. Solutions of pore pressure build up due to progressive waves

3. Clukey E. C. Kulhawy F. H. and Liu P. L.-F. (1983). “Laboratory and field investigation of sediment interaction.” Geotechnical Engineering Rep. 83-9 and Joseph H. DeFrees Hydraulics Laboratory Rep. 83-1 Cornell Univ. Ithaca NY.

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 Coastal Development Institute of Techology Tokyo 555–560.

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