FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2009342567> ?p ?o ?g. }

• W2009342567 endingPage "29" @default.
• W2009342567 startingPage "21" @default.
• W2009342567 abstract "In order to find out the real cause leading to the anisotropy of undrained shear strength of clayey soils, two types of undrained shear tests were carried out; 1) undrained plane strain tests on lightly over-consolidated kaolin clay, and 2) undrained triaxial tests on heavily over-consolidated kaolin clay. Analysis of the data has shown that the anisotropy of undrained shear strength of over-consolidated kaolin clay is primarily caused by the direction-dependent (anisotropic) shear strength parameters c' and ϕ' in terms of effective stresses. The anisotropy of pore water pressure parameter Ay is artificially generated as a result of the anisotropic change of the undrained shear strength itself, rather than of the anisotropic excess pore-pressure development during shearing, and is of secondary, if any, importance to interpret why the undrained shear strength is anisotropic. Intensity of the anisotropy in the undrained shear strength is not altered much by either changing the boundary conditions, such as triaxial and plane strain or increasing the over-consolidation ratio up to 32. The minimum values of cohesion c' and friction angle ϕ' appear when a specimen is compressed with the major principal stress inclined at about 30° to the consolidation plane. When a specimen is compressed either normal or parallel to the consolidation plane, values of cohesion c' and friction angle ϕ' are high with no significant difference between them. The difference between the maximum and the minimum friction angle ϕ' is almost the same as that observed in the triaxial tests of sands. In the case of sands, however, a specimen compressed normal to the bedding plane yields the maximum friction angle ϕ', while a specimen compressed parallel to the bedding plane yields the minimum value in the triaxial tests and a value close to the minimum in the plane strain tests. These observations suggest that the micro-deformation mechanism leading to the strength anisotropy is quite similar in both clay and sand, but not exactly the same." @default.
• W2009342567 created "2016-06-24" @default.
• W2009342567 creator A5005608777 @default.
• W2009342567 creator A5013402073 @default.
• W2009342567 creator A5022162384 @default.
• W2009342567 date "1999-02-01" @default.
• W2009342567 modified "2023-09-25" @default.
• W2009342567 title "Anisotropy of Undrained Shear Strength of an Over-Consolidated Soil by Triaxial and Plane Strain Tests" @default.
• W2009342567 cites W1968227325 @default.
• W2009342567 cites W1988875173 @default.
• W2009342567 cites W1989920644 @default.
• W2009342567 cites W2017430358 @default.
• W2009342567 cites W2030503342 @default.
• W2009342567 cites W2093486960 @default.
• W2009342567 cites W2129491289 @default.
• W2009342567 cites W2158767215 @default.
• W2009342567 cites W2158849260 @default.
• W2009342567 cites W2322275441 @default.
• W2009342567 cites W2322948008 @default.
• W2009342567 cites W2325759033 @default.
• W2009342567 doi "https://doi.org/10.3208/sandf.39.21" @default.
• W2009342567 hasPublicationYear "1999" @default.
• W2009342567 type Work @default.
• W2009342567 sameAs 2009342567 @default.
• W2009342567 citedByCount "17" @default.
• W2009342567 countsByYear W20093425672012 @default.
• W2009342567 countsByYear W20093425672013 @default.
• W2009342567 countsByYear W20093425672014 @default.
• W2009342567 countsByYear W20093425672017 @default.
• W2009342567 countsByYear W20093425672020 @default.
• W2009342567 countsByYear W20093425672021 @default.
• W2009342567 countsByYear W20093425672022 @default.
• W2009342567 crossrefType "journal-article" @default.
• W2009342567 hasAuthorship W2009342567A5005608777 @default.
• W2009342567 hasAuthorship W2009342567A5013402073 @default.
• W2009342567 hasAuthorship W2009342567A5022162384 @default.
• W2009342567 hasBestOaLocation W20093425671 @default.
• W2009342567 hasConcept C102579867 @default.
• W2009342567 hasConcept C104054115 @default.
• W2009342567 hasConcept C121332964 @default.
• W2009342567 hasConcept C121955636 @default.
• W2009342567 hasConcept C127313418 @default.
• W2009342567 hasConcept C127413603 @default.
• W2009342567 hasConcept C135628077 @default.
• W2009342567 hasConcept C144133560 @default.
• W2009342567 hasConcept C152279782 @default.
• W2009342567 hasConcept C159985019 @default.
• W2009342567 hasConcept C178790620 @default.
• W2009342567 hasConcept C185592680 @default.
• W2009342567 hasConcept C187320778 @default.
• W2009342567 hasConcept C192562407 @default.
• W2009342567 hasConcept C198707218 @default.
• W2009342567 hasConcept C2776014549 @default.
• W2009342567 hasConcept C29320194 @default.
• W2009342567 hasConcept C2992277244 @default.
• W2009342567 hasConcept C41151612 @default.
• W2009342567 hasConcept C62520636 @default.
• W2009342567 hasConcept C66938386 @default.
• W2009342567 hasConcept C85725439 @default.
• W2009342567 hasConcept C96035792 @default.
• W2009342567 hasConceptScore W2009342567C102579867 @default.
• W2009342567 hasConceptScore W2009342567C104054115 @default.
• W2009342567 hasConceptScore W2009342567C121332964 @default.
• W2009342567 hasConceptScore W2009342567C121955636 @default.
• W2009342567 hasConceptScore W2009342567C127313418 @default.
• W2009342567 hasConceptScore W2009342567C127413603 @default.
• W2009342567 hasConceptScore W2009342567C135628077 @default.
• W2009342567 hasConceptScore W2009342567C144133560 @default.
• W2009342567 hasConceptScore W2009342567C152279782 @default.
• W2009342567 hasConceptScore W2009342567C159985019 @default.
• W2009342567 hasConceptScore W2009342567C178790620 @default.
• W2009342567 hasConceptScore W2009342567C185592680 @default.
• W2009342567 hasConceptScore W2009342567C187320778 @default.
• W2009342567 hasConceptScore W2009342567C192562407 @default.
• W2009342567 hasConceptScore W2009342567C198707218 @default.
• W2009342567 hasConceptScore W2009342567C2776014549 @default.
• W2009342567 hasConceptScore W2009342567C29320194 @default.
• W2009342567 hasConceptScore W2009342567C2992277244 @default.
• W2009342567 hasConceptScore W2009342567C41151612 @default.
• W2009342567 hasConceptScore W2009342567C62520636 @default.
• W2009342567 hasConceptScore W2009342567C66938386 @default.
• W2009342567 hasConceptScore W2009342567C85725439 @default.
• W2009342567 hasConceptScore W2009342567C96035792 @default.
• W2009342567 hasIssue "1" @default.
• W2009342567 hasLocation W20093425671 @default.
• W2009342567 hasOpenAccess W2009342567 @default.
• W2009342567 hasPrimaryLocation W20093425671 @default.
• W2009342567 hasRelatedWork W2009342567 @default.
• W2009342567 hasRelatedWork W2347701786 @default.
• W2009342567 hasRelatedWork W2366215185 @default.
• W2009342567 hasRelatedWork W2371105722 @default.
• W2009342567 hasRelatedWork W2372925101 @default.
• W2009342567 hasRelatedWork W2381659588 @default.
• W2009342567 hasRelatedWork W2800726445 @default.
• W2009342567 hasRelatedWork W2805425768 @default.
• W2009342567 hasRelatedWork W3039653429 @default.
• W2009342567 hasRelatedWork W909279033 @default.
• W2009342567 hasVolume "39" @default.

• next