1-5 of 5
Keywords: wave-induced soil response
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Proceedings Papers

Paper presented at the The 32nd International Ocean and Polar Engineering Conference, June 5–10, 2022
Paper Number: ISOPE-I-22-117
... pore pressure liquefaction regular wave boundary condition soil behavior breakwater spectrum cross-anisotropic soil excess pore pressure permeability reservoir characterization random wave jeng seabed response wave-induced soil response upstream oil & gas harbor entrance...
Proceedings Papers

Paper presented at the The Seventeenth International Offshore and Polar Engineering Conference, July 1–6, 2007
Paper Number: ISOPE-I-07-436
... Evaluation of wave-induced residual pore pressure in marine sediments is a key factor in prediction of wave-induced liquefaction around coastal structures. Conventional models for wave-induced soil response have focused on regular wave loading. In this paper, we present a semi-analytical...
Proceedings Papers

Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-249
...-linearity on the wave-induced soil response. Under certain combination of wave and soil conditions, the maximum difference of the wave-induced soil response between linear and nonlinear wave loading reach over 10% of the static water pressure. INTRODUCTION Recently, considerable efforts have been devoted...
Proceedings Papers

Paper presented at the The Eighth International Offshore and Polar Engineering Conference, May 24–29, 1998
Paper Number: ISOPE-I-98-126
... Recently, great efforts have been dedicated to the phenomenon of wave-induced seabed instability in the vicinity of marine structures. The evaluation of the wave-induced soil response (including pore pressure, effective stresses and soil displacements) has been recognized as an important factor...

Product(s) added to cart

Close Modal