Matches in SemOpenAlex for { <https://semopenalex.org/work/W2055871431> ?p ?o ?g. }
Showing items 1 to 52 of
52
with 100 items per page.
- W2055871431 endingPage "462" @default.
- W2055871431 startingPage "452" @default.
- W2055871431 abstract "The ultimate uplift capacity of augered footings in relatively insensitive and intact clays is computed on the basis of the undrained shear strength of clay. Fissured clays, which may be the result of surface desiccation or preconsolidation, give different values of strength according to the type of test and size of specimen used. The actual strength mobilized in this type of clay under uplift loads was determined by a number of full-scale tests performed on both belled and straight-sided footings. These tests showed that the uplift strength mobilized in fissured clay was only one-third of its intact strength and very nearly equal to its undrained residual or fissured strength. Soil strains adjacent to the belled footings indicated a complex failure mechanism which varied with depth of the foundation. The uplift resistance of straight-sided footings was found to be largely the result of adhesion between the soil and the footing." @default.
- W2055871431 created "2016-06-24" @default.
- W2055871431 creator A5009032626 @default.
- W2055871431 creator A5076923556 @default.
- W2055871431 date "1971-08-01" @default.
- W2055871431 modified "2023-09-26" @default.
- W2055871431 title "Uplift Resistance of Augered Footings in Fissured Clay" @default.
- W2055871431 cites W2007884098 @default.
- W2055871431 cites W2034501457 @default.
- W2055871431 cites W2157049826 @default.
- W2055871431 doi "https://doi.org/10.1139/t71-047" @default.
- W2055871431 hasPublicationYear "1971" @default.
- W2055871431 type Work @default.
- W2055871431 sameAs 2055871431 @default.
- W2055871431 citedByCount "6" @default.
- W2055871431 countsByYear W20558714312015 @default.
- W2055871431 countsByYear W20558714312019 @default.
- W2055871431 countsByYear W20558714312021 @default.
- W2055871431 crossrefType "journal-article" @default.
- W2055871431 hasAuthorship W2055871431A5009032626 @default.
- W2055871431 hasAuthorship W2055871431A5076923556 @default.
- W2055871431 hasConcept C127313418 @default.
- W2055871431 hasConcept C127893833 @default.
- W2055871431 hasConcept C159390177 @default.
- W2055871431 hasConcept C159750122 @default.
- W2055871431 hasConcept C187320778 @default.
- W2055871431 hasConceptScore W2055871431C127313418 @default.
- W2055871431 hasConceptScore W2055871431C127893833 @default.
- W2055871431 hasConceptScore W2055871431C159390177 @default.
- W2055871431 hasConceptScore W2055871431C159750122 @default.
- W2055871431 hasConceptScore W2055871431C187320778 @default.
- W2055871431 hasIssue "3" @default.
- W2055871431 hasLocation W20558714311 @default.
- W2055871431 hasOpenAccess W2055871431 @default.
- W2055871431 hasPrimaryLocation W20558714311 @default.
- W2055871431 hasRelatedWork W1666617186 @default.
- W2055871431 hasRelatedWork W2024711895 @default.
- W2055871431 hasRelatedWork W2058114830 @default.
- W2055871431 hasRelatedWork W2348492981 @default.
- W2055871431 hasRelatedWork W2361347648 @default.
- W2055871431 hasRelatedWork W2374982624 @default.
- W2055871431 hasRelatedWork W2408708642 @default.
- W2055871431 hasRelatedWork W4238296347 @default.
- W2055871431 hasRelatedWork W646164023 @default.
- W2055871431 hasRelatedWork W3125241916 @default.
- W2055871431 hasVolume "8" @default.
- W2055871431 isParatext "false" @default.
- W2055871431 isRetracted "false" @default.
- W2055871431 magId "2055871431" @default.
- W2055871431 workType "article" @default.