Matches in SemOpenAlex for { <https://semopenalex.org/work/W1996223351> ?p ?o ?g. }
Showing items 1 to 79 of
79
with 100 items per page.
- W1996223351 endingPage "1244" @default.
- W1996223351 startingPage "1227" @default.
- W1996223351 abstract "A test apparatus to measure the load transfer along the shaft of a model pile inserted in a specimen of clay is described. This apparatus allows independent control of the boundary stresses of a cylindrical clay specimen in the vertical and horizontal directions. The top and lateral surfaces of the clay specimen can deform freely and the load transfer zone on the pile is separated from the rigid base. The load transfer along the shafts of smooth and rough surface steel model piles in a kaolinitic clay under varying vertical and horizontal effective stress combinations was measured. The pile installation technique used was designed to minimize soil disturbance so that the failure criterion for pile shaft friction could be investigated. Normally consolidated and overconsolidated conditions, both in the vertical and horizontal directions, were considered in tests using eleven clay specimens with three different thicknesses and steel model piles of three different diameters. The results show that the angle of pile‐clay friction is independent of the vertical consolidation pressure in the clay, the overconsolidation ratio (both in the vertical and horizontal directions), and the length of the pile‐soil contact. The influence of pile diameter is not clearly established. The surface roughness of the pile clearly affects the pile‐clay friction angle, which is approximately equal for smooth surface piles to the Hvorslev true friction angle and for rough piles to the effective friction angle of the clay. There is no reasonable correlation with the undrained strength. The results support the effective stress approach." @default.
- W1996223351 created "2016-06-24" @default.
- W1996223351 creator A5027754971 @default.
- W1996223351 creator A5051331109 @default.
- W1996223351 date "1988-11-01" @default.
- W1996223351 modified "2023-09-25" @default.
- W1996223351 title "Shaft Resistance of Model Pile in Clay" @default.
- W1996223351 cites W1496845987 @default.
- W1996223351 cites W1499622332 @default.
- W1996223351 cites W1657261049 @default.
- W1996223351 cites W1971493571 @default.
- W1996223351 cites W1991387672 @default.
- W1996223351 cites W2020651912 @default.
- W1996223351 cites W2032477859 @default.
- W1996223351 cites W2042276197 @default.
- W1996223351 cites W2049771187 @default.
- W1996223351 cites W2061917966 @default.
- W1996223351 cites W2095474595 @default.
- W1996223351 cites W2105894128 @default.
- W1996223351 cites W2126354441 @default.
- W1996223351 cites W2203151153 @default.
- W1996223351 cites W2279062576 @default.
- W1996223351 cites W2344620917 @default.
- W1996223351 cites W2766611381 @default.
- W1996223351 doi "https://doi.org/10.1061/(asce)0733-9410(1988)114:11(1227)" @default.
- W1996223351 hasPublicationYear "1988" @default.
- W1996223351 type Work @default.
- W1996223351 sameAs 1996223351 @default.
- W1996223351 citedByCount "13" @default.
- W1996223351 countsByYear W19962233512012 @default.
- W1996223351 countsByYear W19962233512013 @default.
- W1996223351 countsByYear W19962233512018 @default.
- W1996223351 countsByYear W19962233512020 @default.
- W1996223351 crossrefType "journal-article" @default.
- W1996223351 hasAuthorship W1996223351A5027754971 @default.
- W1996223351 hasAuthorship W1996223351A5051331109 @default.
- W1996223351 hasConcept C119560385 @default.
- W1996223351 hasConcept C121955636 @default.
- W1996223351 hasConcept C127313418 @default.
- W1996223351 hasConcept C138885662 @default.
- W1996223351 hasConcept C144133560 @default.
- W1996223351 hasConcept C187320778 @default.
- W1996223351 hasConcept C205093917 @default.
- W1996223351 hasConcept C21036866 @default.
- W1996223351 hasConcept C2776014549 @default.
- W1996223351 hasConcept C2992277244 @default.
- W1996223351 hasConcept C41895202 @default.
- W1996223351 hasConceptScore W1996223351C119560385 @default.
- W1996223351 hasConceptScore W1996223351C121955636 @default.
- W1996223351 hasConceptScore W1996223351C127313418 @default.
- W1996223351 hasConceptScore W1996223351C138885662 @default.
- W1996223351 hasConceptScore W1996223351C144133560 @default.
- W1996223351 hasConceptScore W1996223351C187320778 @default.
- W1996223351 hasConceptScore W1996223351C205093917 @default.
- W1996223351 hasConceptScore W1996223351C21036866 @default.
- W1996223351 hasConceptScore W1996223351C2776014549 @default.
- W1996223351 hasConceptScore W1996223351C2992277244 @default.
- W1996223351 hasConceptScore W1996223351C41895202 @default.
- W1996223351 hasIssue "11" @default.
- W1996223351 hasLocation W19962233511 @default.
- W1996223351 hasOpenAccess W1996223351 @default.
- W1996223351 hasPrimaryLocation W19962233511 @default.
- W1996223351 hasRelatedWork W2366215185 @default.
- W1996223351 hasRelatedWork W2370609768 @default.
- W1996223351 hasRelatedWork W2376759125 @default.
- W1996223351 hasRelatedWork W2599165969 @default.
- W1996223351 hasRelatedWork W2736639847 @default.
- W1996223351 hasRelatedWork W2887634572 @default.
- W1996223351 hasRelatedWork W4200376744 @default.
- W1996223351 hasRelatedWork W4293567888 @default.
- W1996223351 hasRelatedWork W563438799 @default.
- W1996223351 hasRelatedWork W909279033 @default.
- W1996223351 hasVolume "114" @default.
- W1996223351 isParatext "false" @default.
- W1996223351 isRetracted "false" @default.
- W1996223351 magId "1996223351" @default.
- W1996223351 workType "article" @default.