Two-Dimensional Model for Accumulation of Pore Pressure in Marine Sediments-Reference-Cited by-同舟云学术

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Two-Dimensional Model for Accumulation of Pore Pressure in Marine Sediments

Published:2015-05 Issue:3 Volume:141 Page:04014042
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:

Jeng D.-S.¹,Zhao H. Y.²

Affiliation:

1. Professor, Griffith School of Engineering, Griffith Univ., Gold Coast Campus, Queensland, QLD 4222, Australia (corresponding author).

2. Postgraduate Student, Griffith School of Engineering, Griffith Univ., Gold Coast Campus, Queensland, QLD 4222, Australia.

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.1943-5460.0000282

Reference26 articles.

1. General Theory of Three‐Dimensional Consolidation

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

3. COMSOL 3.5a [Computer software]. Burlington MA COMSOL.

4. Sand liquefaction in large-scale simple shear tests;De Alba P. A.;J. Geotech. Engrg. Div.,1976

5. Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness

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