1986
DOI: 10.3208/sandf1972.26.3_57
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A Simplified Drained Analysis for Wave-Induced Liquefaction in Ocean Floor Sands

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Cited by 31 publications
(19 citation statements)
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“…Some attempts to analyse the pore-pressure generation in a sea-bed are presented by Ishihara and Y a m a~a k i ,~~ Nataraja and Gill34 and Rahman and Jaber. 35 These attempts take into account the influence of cyclic shearing on a pore pressure generation, so are based on a sound physical background. The example presented in this section belongs to the same group of approaches.…”
Section: Pore-pressure Generation In a Sea-bedmentioning
confidence: 99%
“…Some attempts to analyse the pore-pressure generation in a sea-bed are presented by Ishihara and Y a m a~a k i ,~~ Nataraja and Gill34 and Rahman and Jaber. 35 These attempts take into account the influence of cyclic shearing on a pore pressure generation, so are based on a sound physical background. The example presented in this section belongs to the same group of approaches.…”
Section: Pore-pressure Generation In a Sea-bedmentioning
confidence: 99%
“…It should be pointed out that the solutions given in Equations (11), (12) and (16) are all expressed in terms of the shear stress and therefore are of a general form. The shear stress in any form can be conveniently substituted to get the pore pressure buildup.…”
Section: Analytical Solutionmentioning
confidence: 99%
“…Since the source term in the modi"ed Biot consolidation equation is a function of the peak soil shear stress (and other soil parameters), the approaches developed in the "rst group are normally employed to determine the peak soil shear stress in the soil. Some simpli"ed analytical solutions for one-dimensional consolidation equation are available for uniform and in"nitely deep soil conditions (4,12,13].…”
Section: Introductionmentioning
confidence: 99%
“…Saturated sands show an increase in pore pressure under cyclic shear loading in undrained conditions (Seed and Rahman 1978;Rahman and Jaber 1986). The main parameters influencing the increase in pore pressure are the relative density of the sand and the permeability of the sand.…”
Section: Introductionmentioning
confidence: 99%