Matches in SemOpenAlex for { <https://semopenalex.org/work/W1536693596> ?p ?o ?g. }
Showing items 1 to 57 of
57
with 100 items per page.
- W1536693596 endingPage "98" @default.
- W1536693596 startingPage "75" @default.
- W1536693596 abstract "Two types of forces act on piles: end-bearing acts on the bottom of the pile and skin friction acts on the sides of the pile. To compute the total load that can be applied to a pile, one needs to compute the end bearing and the skin friction acting on sides of the pile. It is usually assumed that ultimate skin friction is independent of the effective stress and depth. In reality, skin friction is dependent on effective stress and cohesion of soil. The skin friction acts on the perimeter surface of the pile. The total capacity of a pile depends on many parameters: skin friction, end-bearing capacity, negative skin friction, pile properties (toe area, perimeter area, pile material, pile flexibility), driving process (driven, jetted down, vibrated down, or jacked down), hammer type, hammer weight, and stroke for driven piles, and loading type (cyclic and vibratory loads reduce the pile capacity)." @default.
- W1536693596 created "2016-06-24" @default.
- W1536693596 creator A5032670108 @default.
- W1536693596 date "2008-01-01" @default.
- W1536693596 modified "2023-09-25" @default.
- W1536693596 title "Pile Design in Clay Soils" @default.
- W1536693596 cites W142304570 @default.
- W1536693596 cites W1598922242 @default.
- W1536693596 cites W1987247833 @default.
- W1536693596 cites W1988604476 @default.
- W1536693596 cites W2007884098 @default.
- W1536693596 cites W2051355220 @default.
- W1536693596 cites W2102771921 @default.
- W1536693596 cites W2144852983 @default.
- W1536693596 cites W2338419119 @default.
- W1536693596 cites W560716289 @default.
- W1536693596 doi "https://doi.org/10.1016/b978-0-7506-8763-8.00005-2" @default.
- W1536693596 hasPublicationYear "2008" @default.
- W1536693596 type Work @default.
- W1536693596 sameAs 1536693596 @default.
- W1536693596 citedByCount "1" @default.
- W1536693596 countsByYear W15366935962015 @default.
- W1536693596 crossrefType "book-chapter" @default.
- W1536693596 hasAuthorship W1536693596A5032670108 @default.
- W1536693596 hasConcept C119560385 @default.
- W1536693596 hasConcept C127313418 @default.
- W1536693596 hasConcept C159390177 @default.
- W1536693596 hasConcept C159750122 @default.
- W1536693596 hasConcept C187320778 @default.
- W1536693596 hasConcept C3020601295 @default.
- W1536693596 hasConcept C39432304 @default.
- W1536693596 hasConceptScore W1536693596C119560385 @default.
- W1536693596 hasConceptScore W1536693596C127313418 @default.
- W1536693596 hasConceptScore W1536693596C159390177 @default.
- W1536693596 hasConceptScore W1536693596C159750122 @default.
- W1536693596 hasConceptScore W1536693596C187320778 @default.
- W1536693596 hasConceptScore W1536693596C3020601295 @default.
- W1536693596 hasConceptScore W1536693596C39432304 @default.
- W1536693596 hasLocation W15366935961 @default.
- W1536693596 hasOpenAccess W1536693596 @default.
- W1536693596 hasPrimaryLocation W15366935961 @default.
- W1536693596 hasRelatedWork W2073503619 @default.
- W1536693596 hasRelatedWork W2348185567 @default.
- W1536693596 hasRelatedWork W2378761917 @default.
- W1536693596 hasRelatedWork W2943354857 @default.
- W1536693596 hasRelatedWork W303173247 @default.
- W1536693596 hasRelatedWork W3183155567 @default.
- W1536693596 hasRelatedWork W3198218455 @default.
- W1536693596 hasRelatedWork W3217401772 @default.
- W1536693596 hasRelatedWork W4220660579 @default.
- W1536693596 hasRelatedWork W4303475041 @default.
- W1536693596 isParatext "false" @default.
- W1536693596 isRetracted "false" @default.
- W1536693596 magId "1536693596" @default.
- W1536693596 workType "book-chapter" @default.