Non-linear wave-induced transient response of soil around a trenched pipeline
Author:
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference22 articles.
1. General theory of three-dimensional consolidation;Biot;Journal of Applied Physics,1941
2. Seepage force on a pipeline buried a poroelastic seabed under wave loadings;Cheng;Applied Ocean Research,1986
3. Natural densification by wave action of sand surrounding a buried offshore pipeline;Clukey,1989
4. A simplified finite element analysis of wave-induced effective stresses and pore pressures in permeable sea beds;Gatmiri;Géotechnique,1990
5. Soil response in cross-anisotropic seabed due to standing waves;Jeng;Journal of Geotechnical and Geoenvironmental Engineering, ASCE,1997
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