FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2292036713> ?p ?o ?g. }

• W2292036713 endingPage "207" @default.
• W2292036713 startingPage "193" @default.
• W2292036713 abstract "Helical piles are structural deep foundation elements, which can be categorized as torque-driven piles without any limitations to implement in marine situations. Different methods are used to predict the axial capacity of helical piles, such as static analysis, but have some limitation for this type of piles on marine conditions. In situ testing methods as supplement of static analysis have been rarely used for helical piles. In geotechnical engineering practice, the most common in situ tests particularly applicable for coastal or offshore site investigation are cone penetration test (CPT) and piezocone penetration test (CPTu). The CPT is simple, repeatable, and prepares the continuous records of soil layers. In this paper, a data bank has been compiled by collecting the results of static pile load tests on thirty-seven helical piles in ten different sites including CPT or CPTu data. Axial capacities of thirty-seven helical piles in different sites were predicted by direct CPT methods and static analysis. Accuracy estimation of ten direct CPT methods to predict the axial capacity of helical piles was investigated in this study. Comparisons have been made among predicted values and measured capacity from the pile load tests. Results indicated that the recently developed methods such as NGI-05 (2005), ICP-05 (2005), and UWA-05 (2005) predicted axial capacity of helical piles more accurately than the other methods such as Meyerhof (1983), Schmertmann (1978), Dutch (1979), LCPC (1982), or Unicone (1997). However, more investigations are required to establish better correlation between CPT data and axial capacity of helical piles." @default.
• W2292036713 created "2016-06-24" @default.
• W2292036713 creator A5055502959 @default.
• W2292036713 creator A5078414733 @default.
• W2292036713 creator A5080343417 @default.
• W2292036713 date "2016-01-05" @default.
• W2292036713 modified "2023-09-30" @default.
• W2292036713 title "Direct CPT and CPTu methods for determining bearing capacity of helical piles" @default.
• W2292036713 cites W1976346065 @default.
• W2292036713 cites W1978865978 @default.
• W2292036713 cites W1981316836 @default.
• W2292036713 cites W1981780018 @default.
• W2292036713 cites W2011414652 @default.
• W2292036713 cites W2012712078 @default.
• W2292036713 cites W2021749492 @default.
• W2292036713 cites W2024091240 @default.
• W2292036713 cites W2025452208 @default.
• W2292036713 cites W2026936906 @default.
• W2292036713 cites W2035455679 @default.
• W2292036713 cites W2035555654 @default.
• W2292036713 cites W2037653287 @default.
• W2292036713 cites W2048151409 @default.
• W2292036713 cites W2051813988 @default.
• W2292036713 cites W2054400218 @default.
• W2292036713 cites W2082067453 @default.
• W2292036713 cites W2085309849 @default.
• W2292036713 cites W2092300260 @default.
• W2292036713 cites W2113904115 @default.
• W2292036713 cites W2127916033 @default.
• W2292036713 cites W2137812135 @default.
• W2292036713 cites W2138444403 @default.
• W2292036713 cites W2153025984 @default.
• W2292036713 cites W2157049826 @default.
• W2292036713 cites W2331671922 @default.
• W2292036713 cites W2536611956 @default.
• W2292036713 cites W4237554029 @default.
• W2292036713 cites W4251098662 @default.
• W2292036713 cites W4256146927 @default.
• W2292036713 doi "https://doi.org/10.1080/1064119x.2015.1133741" @default.
• W2292036713 hasPublicationYear "2016" @default.
• W2292036713 type Work @default.
• W2292036713 sameAs 2292036713 @default.
• W2292036713 citedByCount "27" @default.
• W2292036713 countsByYear W22920367132016 @default.
• W2292036713 countsByYear W22920367132017 @default.
• W2292036713 countsByYear W22920367132018 @default.
• W2292036713 countsByYear W22920367132019 @default.
• W2292036713 countsByYear W22920367132020 @default.
• W2292036713 countsByYear W22920367132021 @default.
• W2292036713 countsByYear W22920367132022 @default.
• W2292036713 countsByYear W22920367132023 @default.
• W2292036713 crossrefType "journal-article" @default.
• W2292036713 hasAuthorship W2292036713A5055502959 @default.
• W2292036713 hasAuthorship W2292036713A5078414733 @default.
• W2292036713 hasAuthorship W2292036713A5080343417 @default.
• W2292036713 hasConcept C119560385 @default.
• W2292036713 hasConcept C127313418 @default.
• W2292036713 hasConcept C127413603 @default.
• W2292036713 hasConcept C135677250 @default.
• W2292036713 hasConcept C162284963 @default.
• W2292036713 hasConcept C166957645 @default.
• W2292036713 hasConcept C176071119 @default.
• W2292036713 hasConcept C182377489 @default.
• W2292036713 hasConcept C187320778 @default.
• W2292036713 hasConcept C2780966255 @default.
• W2292036713 hasConcept C48460631 @default.
• W2292036713 hasConcept C66938386 @default.
• W2292036713 hasConcept C95457728 @default.
• W2292036713 hasConcept C98214672 @default.
• W2292036713 hasConceptScore W2292036713C119560385 @default.
• W2292036713 hasConceptScore W2292036713C127313418 @default.
• W2292036713 hasConceptScore W2292036713C127413603 @default.
• W2292036713 hasConceptScore W2292036713C135677250 @default.
• W2292036713 hasConceptScore W2292036713C162284963 @default.
• W2292036713 hasConceptScore W2292036713C166957645 @default.
• W2292036713 hasConceptScore W2292036713C176071119 @default.
• W2292036713 hasConceptScore W2292036713C182377489 @default.
• W2292036713 hasConceptScore W2292036713C187320778 @default.
• W2292036713 hasConceptScore W2292036713C2780966255 @default.
• W2292036713 hasConceptScore W2292036713C48460631 @default.
• W2292036713 hasConceptScore W2292036713C66938386 @default.
• W2292036713 hasConceptScore W2292036713C95457728 @default.
• W2292036713 hasConceptScore W2292036713C98214672 @default.
• W2292036713 hasIssue "2" @default.
• W2292036713 hasLocation W22920367131 @default.
• W2292036713 hasOpenAccess W2292036713 @default.
• W2292036713 hasPrimaryLocation W22920367131 @default.
• W2292036713 hasRelatedWork W2015032328 @default.
• W2292036713 hasRelatedWork W2018702855 @default.
• W2292036713 hasRelatedWork W2321529356 @default.
• W2292036713 hasRelatedWork W2359562483 @default.
• W2292036713 hasRelatedWork W2384324138 @default.
• W2292036713 hasRelatedWork W2389943336 @default.
• W2292036713 hasRelatedWork W2398317498 @default.
• W2292036713 hasRelatedWork W2521435702 @default.
• W2292036713 hasRelatedWork W265771328 @default.
• W2292036713 hasRelatedWork W659428472 @default.
• W2292036713 hasVolume "35" @default.

• next