FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2552641333> ?p ?o ?g. }

• W2552641333 abstract "Soil anchors are required to withstand uplift or lateral forces acting on the foundations of structures constructed both in land and offshore sites. Plate anchoring system is being increasingly used to moor floating structures for the exploration and development of oil and gas fields. In this study, various experimental, theoretical and numerical approaches for estimation of pullout capacity of horizontal and inclined plate anchors in clayey soils are reviewed. A comparative analysis of the ultimate capacity is then carried out for plate anchors embedded in clayey soils by varying embedment ratio for horizontal anchors and by varying inclination angle for inclined plate anchors. Several structures such as transmission towers, suspension bridges, submerged pipelines and floating offshore platforms involve generation of uplift forces. Earth-retaining walls and waterfront structures are subjected to horizontal forces. Conventional foundations are unable to take this type of loading, and soil anchoring systems are required to resist the pullout forces. They can be plate anchors, helical anchors, pile anchors, grouted anchors and drilled shafts. For the design of these anchoring systems, it is necessary to estimate the ultimate pullout capacity. Plate anchors are now widely used as a simple and economical mooring system for offshore floating facilities. The loading applied on plate anchors can be vertical, inclined or horizontal depending on the anchor orientation. They can be circular, square or strip in shape, and are usually made of steel plates or concrete slabs. As the range of applications for plate anchors increases, a greater understanding of the response to loading is essential. If the failure mechanism is not clear, both model and field tests are needed for the formulation of design procedures. In the last four decades, a number of researchers have proposed different approaches to estimate the pullout load-deformation response of plate anchors of various shapes in clayey soils. They are based on model tests, on limit equilibrium analysis, or on rigorous numerical analysis. The capacity of plate anchors against pullout is obtained from a combination of soil weight above and shear resistance mobilized within a failure surface or a defined boundary in the soil mass. The effects of anchor shape, embedment depth, inclination, soil unit weight, and soil shear strength non-homogeneity on the pullout capacity have been investigated. The design of these anchors in clays is usually for undrained conditions. In this study, they are summarized in terms of the procedures and relationships for determining pullout capacity. The static ultimate pullout capacity for both horizontal and inclined plate anchors embedded in clayey soils is worked out by using the various approaches, and the computed results are presented and compared." @default.
• W2552641333 created "2016-11-30" @default.
• W2552641333 creator A5006226865 @default.
• W2552641333 creator A5048257627 @default.
• W2552641333 date "2011-01-01" @default.
• W2552641333 modified "2023-09-24" @default.
• W2552641333 title "PULLOUT CAPACITY OF HORIZONTAL AND INCLINED PLATE ANCHORS IN CLAYEY SOILS" @default.
• W2552641333 cites W1549616611 @default.
• W2552641333 cites W1969084078 @default.
• W2552641333 cites W1989751784 @default.
• W2552641333 cites W2007101668 @default.
• W2552641333 cites W2021766754 @default.
• W2552641333 cites W2024601894 @default.
• W2552641333 cites W2049432696 @default.
• W2552641333 cites W2054756058 @default.
• W2552641333 cites W2109678872 @default.
• W2552641333 cites W2122148814 @default.
• W2552641333 cites W2157049826 @default.
• W2552641333 cites W2739756316 @default.
• W2552641333 cites W3156932695 @default.
• W2552641333 hasPublicationYear "2011" @default.
• W2552641333 type Work @default.
• W2552641333 sameAs 2552641333 @default.
• W2552641333 citedByCount "0" @default.
• W2552641333 crossrefType "journal-article" @default.
• W2552641333 hasAuthorship W2552641333A5006226865 @default.
• W2552641333 hasAuthorship W2552641333A5048257627 @default.
• W2552641333 hasConcept C127313418 @default.
• W2552641333 hasConcept C127413603 @default.
• W2552641333 hasConcept C135677250 @default.
• W2552641333 hasConcept C162284963 @default.
• W2552641333 hasConcept C18483071 @default.
• W2552641333 hasConcept C187320778 @default.
• W2552641333 hasConcept C199104240 @default.
• W2552641333 hasConcept C62464604 @default.
• W2552641333 hasConcept C66938386 @default.
• W2552641333 hasConcept C994952 @default.
• W2552641333 hasConceptScore W2552641333C127313418 @default.
• W2552641333 hasConceptScore W2552641333C127413603 @default.
• W2552641333 hasConceptScore W2552641333C135677250 @default.
• W2552641333 hasConceptScore W2552641333C162284963 @default.
• W2552641333 hasConceptScore W2552641333C18483071 @default.
• W2552641333 hasConceptScore W2552641333C187320778 @default.
• W2552641333 hasConceptScore W2552641333C199104240 @default.
• W2552641333 hasConceptScore W2552641333C62464604 @default.
• W2552641333 hasConceptScore W2552641333C66938386 @default.
• W2552641333 hasConceptScore W2552641333C994952 @default.
• W2552641333 hasLocation W25526413331 @default.
• W2552641333 hasOpenAccess W2552641333 @default.
• W2552641333 hasPrimaryLocation W25526413331 @default.
• W2552641333 hasRelatedWork W1553035960 @default.
• W2552641333 hasRelatedWork W2008612933 @default.
• W2552641333 hasRelatedWork W2033222300 @default.
• W2552641333 hasRelatedWork W2043542047 @default.
• W2552641333 hasRelatedWork W2049537537 @default.
• W2552641333 hasRelatedWork W2054167470 @default.
• W2552641333 hasRelatedWork W2210987045 @default.
• W2552641333 hasRelatedWork W2265610348 @default.
• W2552641333 hasRelatedWork W2365921541 @default.
• W2552641333 hasRelatedWork W239632856 @default.
• W2552641333 hasRelatedWork W2513822491 @default.
• W2552641333 hasRelatedWork W2559959961 @default.
• W2552641333 hasRelatedWork W2739756316 @default.
• W2552641333 hasRelatedWork W2805604226 @default.
• W2552641333 hasRelatedWork W2990228854 @default.
• W2552641333 hasRelatedWork W3187257494 @default.
• W2552641333 hasRelatedWork W3188764689 @default.
• W2552641333 hasRelatedWork W588570322 @default.
• W2552641333 hasRelatedWork W608322946 @default.
• W2552641333 hasRelatedWork W648649094 @default.
• W2552641333 isParatext "false" @default.
• W2552641333 isRetracted "false" @default.
• W2552641333 magId "2552641333" @default.
• W2552641333 workType "article" @default.