FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2759979770> ?p ?o ?g. }

• W2759979770 endingPage "709" @default.
• W2759979770 startingPage "698" @default.
• W2759979770 abstract "The length of suction caisson anchors has been increasing to support increasing dimensions and weight of floating facilities, which necessitates employing horizontal ring stiffeners at intervals along the inner wall of the thin skirt of caissons to ensure structural integrity. The addition of these stiffeners has created significant uncertainties regarding soil flow mechanisms, in particular soil heave inside the caisson, which may reduce the caisson final penetration depth and influence the process of installation due to the need to avoid inside soil suction in the pumping equipment. This paper reports results of large-deformation finite element (LDFE) analyses investigating soil heave inside stiffened caissons during installation in nonhomogeneous clay deposits, with the corresponding evolution of soil flow mechanisms and penetration resistance profiles reported by Zhou et al. in 2016. The LDFE analyses have simulated continuous penetration of stiffened caissons from the seabed surface. A detailed parametric study has been undertaken, exploring the relevant range of soil strength nonhomogeneity and normalized strength, stiffened caisson geometry, soil effective unit weight, and caisson roughness. Of particular interest is the influence of stiffeners on soil heave and potential penetration refusal. The results have been validated against previously published centrifuge test data in terms of soil heave and penetration resistance profile, with good agreement obtained. It is shown that the soil normalized strength at the mudline and its nonhomogeneity, caisson diameter relative to the sum of skirt thickness and stiffener width, and caisson penetration depth have significant influence on the inner soil heave and its profile across the caisson radius. An expression, based on the LDFE results is proposed to predict the maximum inner soil heave during installation of stiffened caissons in the field." @default.
• W2759979770 created "2017-10-06" @default.
• W2759979770 creator A5040104075 @default.
• W2759979770 creator A5043512321 @default.
• W2759979770 creator A5045428276 @default.
• W2759979770 creator A5060449255 @default.
• W2759979770 date "2018-05-01" @default.
• W2759979770 modified "2023-09-30" @default.
• W2759979770 title "Behavior of soil heave inside stiffened caissons being installed in clay" @default.
• W2759979770 cites W1801231491 @default.
• W2759979770 cites W1974645360 @default.
• W2759979770 cites W1977334863 @default.
• W2759979770 cites W1982169183 @default.
• W2759979770 cites W1991383029 @default.
• W2759979770 cites W2012882935 @default.
• W2759979770 cites W2027748523 @default.
• W2759979770 cites W2045702765 @default.
• W2759979770 cites W2087781366 @default.
• W2759979770 cites W2141521315 @default.
• W2759979770 cites W2150218916 @default.
• W2759979770 cites W2276052724 @default.
• W2759979770 doi "https://doi.org/10.1139/cgj-2016-0667" @default.
• W2759979770 hasPublicationYear "2018" @default.
• W2759979770 type Work @default.
• W2759979770 sameAs 2759979770 @default.
• W2759979770 citedByCount "12" @default.
• W2759979770 countsByYear W27599797702019 @default.
• W2759979770 countsByYear W27599797702020 @default.
• W2759979770 countsByYear W27599797702021 @default.
• W2759979770 countsByYear W27599797702022 @default.
• W2759979770 countsByYear W27599797702023 @default.
• W2759979770 crossrefType "journal-article" @default.
• W2759979770 hasAuthorship W2759979770A5040104075 @default.
• W2759979770 hasAuthorship W2759979770A5043512321 @default.
• W2759979770 hasAuthorship W2759979770A5045428276 @default.
• W2759979770 hasAuthorship W2759979770A5060449255 @default.
• W2759979770 hasBestOaLocation W27599797702 @default.
• W2759979770 hasConcept C121332964 @default.
• W2759979770 hasConcept C127313418 @default.
• W2759979770 hasConcept C127413603 @default.
• W2759979770 hasConcept C153457625 @default.
• W2759979770 hasConcept C185544564 @default.
• W2759979770 hasConcept C187320778 @default.
• W2759979770 hasConcept C2780657338 @default.
• W2759979770 hasConcept C42475967 @default.
• W2759979770 hasConcept C80107235 @default.
• W2759979770 hasConceptScore W2759979770C121332964 @default.
• W2759979770 hasConceptScore W2759979770C127313418 @default.
• W2759979770 hasConceptScore W2759979770C127413603 @default.
• W2759979770 hasConceptScore W2759979770C153457625 @default.
• W2759979770 hasConceptScore W2759979770C185544564 @default.
• W2759979770 hasConceptScore W2759979770C187320778 @default.
• W2759979770 hasConceptScore W2759979770C2780657338 @default.
• W2759979770 hasConceptScore W2759979770C42475967 @default.
• W2759979770 hasConceptScore W2759979770C80107235 @default.
• W2759979770 hasIssue "5" @default.
• W2759979770 hasLocation W27599797701 @default.
• W2759979770 hasLocation W27599797702 @default.
• W2759979770 hasLocation W27599797703 @default.
• W2759979770 hasOpenAccess W2759979770 @default.
• W2759979770 hasPrimaryLocation W27599797701 @default.
• W2759979770 hasRelatedWork W1141992706 @default.
• W2759979770 hasRelatedWork W1993228799 @default.
• W2759979770 hasRelatedWork W2112463280 @default.
• W2759979770 hasRelatedWork W2391655804 @default.
• W2759979770 hasRelatedWork W2496336493 @default.
• W2759979770 hasRelatedWork W2516983349 @default.
• W2759979770 hasRelatedWork W2897279155 @default.
• W2759979770 hasRelatedWork W2922297032 @default.
• W2759979770 hasRelatedWork W2994873160 @default.
• W2759979770 hasRelatedWork W3216308871 @default.
• W2759979770 hasVolume "55" @default.
• W2759979770 isParatext "false" @default.
• W2759979770 isRetracted "false" @default.
• W2759979770 magId "2759979770" @default.
• W2759979770 workType "article" @default.