Matches in SemOpenAlex for { <https://semopenalex.org/work/W240498544> ?p ?o ?g. }
Showing items 1 to 89 of
89
with 100 items per page.
- W240498544 endingPage "1139" @default.
- W240498544 startingPage "1134" @default.
- W240498544 abstract "With the increasing of extreme weather events, more attention has been drawn to the protection of coastal structures. Wave-induced seabed instability is a major factor that may damage the coastal structures. In this paper, a 2-D quasi-dynamic u-w-p model is developed to examine different seabed behavior under different wave actions. Further, this paper aims to acquire a better understanding of the soil failure process, which will be able to reduce the possible damage of coastal structure caused by extreme weather events. In u-w-p model, acceleration, velocity, and displacement terms are considered separately for both solid and fluid phases. The u-w-p model also can be simplified based on actual condition. The governing equations of u-w-p model are deduced from constitutive law and conservation law under certain assumptions. The numerical solutions are developed by using finite difference method (FDM) and three major factors (pore water pressure, effective vertical stress and shear stress) are outputted from the models as major analysis target. The result shows that both liquefaction and shear failure have low potential to occur in clayey seabed, this may caused by the dense soil structure and low permeability of clay. The pore water pressure vary linearly according to the depth, however, this variation is not significant in clayey seabed (with 6.4% decrease from the surface to bottom). In addition, there is no phase lag in clayey seabed. The excess pore water pressure will not accumulate quickly and reach a massive value inside the clayey seabed." @default.
- W240498544 created "2016-06-24" @default.
- W240498544 creator A5066026116 @default.
- W240498544 creator A5086713808 @default.
- W240498544 creator A5087808996 @default.
- W240498544 date "2014-08-07" @default.
- W240498544 modified "2023-09-23" @default.
- W240498544 title "Wave Induced Soil Responses of Seabed with Fine Grained Soil" @default.
- W240498544 cites W1973859736 @default.
- W240498544 cites W1973966914 @default.
- W240498544 cites W1983502402 @default.
- W240498544 cites W1985700484 @default.
- W240498544 cites W1988809180 @default.
- W240498544 cites W2017958843 @default.
- W240498544 cites W2029598864 @default.
- W240498544 cites W2048613414 @default.
- W240498544 cites W2063076447 @default.
- W240498544 cites W2073361811 @default.
- W240498544 cites W2140361264 @default.
- W240498544 cites W2555998634 @default.
- W240498544 hasPublicationYear "2014" @default.
- W240498544 type Work @default.
- W240498544 sameAs 240498544 @default.
- W240498544 citedByCount "0" @default.
- W240498544 crossrefType "journal-article" @default.
- W240498544 hasAuthorship W240498544A5066026116 @default.
- W240498544 hasAuthorship W240498544A5086713808 @default.
- W240498544 hasAuthorship W240498544A5087808996 @default.
- W240498544 hasConcept C102579867 @default.
- W240498544 hasConcept C111368507 @default.
- W240498544 hasConcept C120882062 @default.
- W240498544 hasConcept C127313418 @default.
- W240498544 hasConcept C162284963 @default.
- W240498544 hasConcept C187320778 @default.
- W240498544 hasConcept C191859794 @default.
- W240498544 hasConcept C2780235409 @default.
- W240498544 hasConcept C33613203 @default.
- W240498544 hasConcept C41625074 @default.
- W240498544 hasConcept C48680342 @default.
- W240498544 hasConcept C54355233 @default.
- W240498544 hasConcept C5900021 @default.
- W240498544 hasConcept C85676937 @default.
- W240498544 hasConcept C86803240 @default.
- W240498544 hasConcept C96035792 @default.
- W240498544 hasConceptScore W240498544C102579867 @default.
- W240498544 hasConceptScore W240498544C111368507 @default.
- W240498544 hasConceptScore W240498544C120882062 @default.
- W240498544 hasConceptScore W240498544C127313418 @default.
- W240498544 hasConceptScore W240498544C162284963 @default.
- W240498544 hasConceptScore W240498544C187320778 @default.
- W240498544 hasConceptScore W240498544C191859794 @default.
- W240498544 hasConceptScore W240498544C2780235409 @default.
- W240498544 hasConceptScore W240498544C33613203 @default.
- W240498544 hasConceptScore W240498544C41625074 @default.
- W240498544 hasConceptScore W240498544C48680342 @default.
- W240498544 hasConceptScore W240498544C54355233 @default.
- W240498544 hasConceptScore W240498544C5900021 @default.
- W240498544 hasConceptScore W240498544C85676937 @default.
- W240498544 hasConceptScore W240498544C86803240 @default.
- W240498544 hasConceptScore W240498544C96035792 @default.
- W240498544 hasLocation W2404985441 @default.
- W240498544 hasOpenAccess W240498544 @default.
- W240498544 hasPrimaryLocation W2404985441 @default.
- W240498544 hasRelatedWork W1517112154 @default.
- W240498544 hasRelatedWork W1654913957 @default.
- W240498544 hasRelatedWork W2056460414 @default.
- W240498544 hasRelatedWork W2062677274 @default.
- W240498544 hasRelatedWork W2063450859 @default.
- W240498544 hasRelatedWork W2071394658 @default.
- W240498544 hasRelatedWork W2077225250 @default.
- W240498544 hasRelatedWork W2079683049 @default.
- W240498544 hasRelatedWork W2147724499 @default.
- W240498544 hasRelatedWork W2167505315 @default.
- W240498544 hasRelatedWork W2188549168 @default.
- W240498544 hasRelatedWork W2377977954 @default.
- W240498544 hasRelatedWork W2597181134 @default.
- W240498544 hasRelatedWork W27151303 @default.
- W240498544 hasRelatedWork W2743146072 @default.
- W240498544 hasRelatedWork W2800449917 @default.
- W240498544 hasRelatedWork W2808751698 @default.
- W240498544 hasRelatedWork W2923425386 @default.
- W240498544 hasRelatedWork W2991482626 @default.
- W240498544 hasRelatedWork W823879107 @default.
- W240498544 isParatext "false" @default.
- W240498544 isRetracted "false" @default.
- W240498544 magId "240498544" @default.
- W240498544 workType "article" @default.