FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W2024794938> ?p ?o ?g. }

• W2024794938 endingPage "90" @default.
• W2024794938 startingPage "77" @default.
• W2024794938 abstract "Saturated drained triaxial compression tests with local strain measurement were carried out to evaluate the effects of using three different randomly distributed fibres (polyester,polypropylene and glass fibres) and rapid hardening Portland cement to improve the engineering behaviour of a uniform fine sand. In addition to the nature of the fibres,also analysed have been the separate and combined effect of fibre content (up to 0·5% by weight), fibre length (up to 36 mm), cement content (from 0% to 7% by weight) and initial mean effective stress (20, 60 and 100 kN/m 2 ) on the deformation and strength characteristics of the soil. The present work searches for the establishment of a relation between the properties of the fibres and the mechanical behaviour of the composite material, originated from their combination with soil and cement. The cementation itself notably increased modulus, peak cohesive intercept, peak friction angle and brittleness of the sand. Inclusion of polyester and glass fibres (both relatively stiff) slightly reduced the stiffness and increased the peak friction angle of both the cemented and uncemented sand, and also slightly reduced the peak cohesive intercept and brittleness of the cemented composite. On the other hand,relatively flexible polypropylene fibre reinforcement dramatically reduced the brittleness (changing the mode of failure of the cemented sand from brittle to ductile for longer fibres) and stiffness, while increasing the ultimate strength of the cemented composite. Nous avons fait des essais de compression triaxiale drainéeet saturée avec des mesures de déformation locales afind'évaluer les effets de trois fibres différentes réparties sansordre (polyester, polypropylène et verre) et du ciment dePortland àdurcissement rapide pour améliorer le comportement industriel d'un sable uniforme fin. En plus dela nature des fibres, nous avons également analysél'effet séparé et combiné du contenu en fibres (jusqu'à0,5% en poids), de la longueur des fibres (jusqu'à 36 mm),du contenu en ciment (de 0% à7% en poids) et de lacontrainte effective moyenne initiale (20, 60 et 100 kN/m 2 )sur les caractéristiques de déformation et de résistance dusol. Cette étude cherche àétablir une relation entre lespropriétés des fibres et le comportement mécanique du matériau composite, venant de leur combinaison avec dusol et du ciment. La cimentation elle-même a nettementaugmenté le module, l'interception cohésive de pointe,l'angle de friction de pointe et la friabilité du sable.L'inclusion de fibres de verre et de fibres de polyester (toutes deux relativement rigides) a légèrement réduit larigidité et a augmenté l'angle de friction de pointe dusable cimenté et du sable non cimenté et a égalementlÉgèrement réduit l'interception cohésive de pointe et lafriabilité du composite cimenté. Par ailleurs, un renforcement relativement flexible àla fibre de polypropyléne aréduit la friabilité (changeant le mode de défaillance du sable cimenté de friable àmalléable pour les fibres plus longues) et la rigidité, tout en augmentant la résistance ultime du composite cimenté" @default.
• W2024794938 created "2016-06-24" @default.
• W2024794938 creator A5001793858 @default.
• W2024794938 creator A5002939935 @default.
• W2024794938 creator A5057951244 @default.
• W2024794938 creator A5081609228 @default.
• W2024794938 date "2004-01-01" @default.
• W2024794938 modified "2023-09-30" @default.
• W2024794938 title "Effect of material properties on the behaviour of sand—cement—fibre composites" @default.
• W2024794938 cites W1512860355 @default.
• W2024794938 cites W1970408725 @default.
• W2024794938 cites W1972474564 @default.
• W2024794938 cites W1977019457 @default.
• W2024794938 cites W1981713290 @default.
• W2024794938 cites W2009174551 @default.
• W2024794938 cites W2022261239 @default.
• W2024794938 cites W2022330345 @default.
• W2024794938 cites W2030876290 @default.
• W2024794938 cites W2031400916 @default.
• W2024794938 cites W2041242198 @default.
• W2024794938 cites W2045677855 @default.
• W2024794938 cites W2047249385 @default.
• W2024794938 cites W2050676820 @default.
• W2024794938 cites W2055942824 @default.
• W2024794938 cites W2059294423 @default.
• W2024794938 cites W2062005283 @default.
• W2024794938 cites W2069360055 @default.
• W2024794938 cites W2084457116 @default.
• W2024794938 cites W2084948376 @default.
• W2024794938 cites W2131349152 @default.
• W2024794938 cites W2142278054 @default.
• W2024794938 cites W2144017334 @default.
• W2024794938 cites W2157705060 @default.
• W2024794938 cites W237092738 @default.
• W2024794938 cites W2477333415 @default.
• W2024794938 cites W310107003 @default.
• W2024794938 cites W327998409 @default.
• W2024794938 cites W4254632893 @default.
• W2024794938 doi "https://doi.org/10.1680/grim.2004.8.2.77" @default.
• W2024794938 hasPublicationYear "2004" @default.
• W2024794938 type Work @default.
• W2024794938 sameAs 2024794938 @default.
• W2024794938 citedByCount "71" @default.
• W2024794938 countsByYear W20247949382012 @default.
• W2024794938 countsByYear W20247949382013 @default.
• W2024794938 countsByYear W20247949382014 @default.
• W2024794938 countsByYear W20247949382015 @default.
• W2024794938 countsByYear W20247949382016 @default.
• W2024794938 countsByYear W20247949382017 @default.
• W2024794938 countsByYear W20247949382018 @default.
• W2024794938 countsByYear W20247949382019 @default.
• W2024794938 countsByYear W20247949382020 @default.
• W2024794938 countsByYear W20247949382021 @default.
• W2024794938 countsByYear W20247949382022 @default.
• W2024794938 countsByYear W20247949382023 @default.
• W2024794938 crossrefType "journal-article" @default.
• W2024794938 hasAuthorship W2024794938A5001793858 @default.
• W2024794938 hasAuthorship W2024794938A5002939935 @default.
• W2024794938 hasAuthorship W2024794938A5057951244 @default.
• W2024794938 hasAuthorship W2024794938A5081609228 @default.
• W2024794938 hasConcept C104779481 @default.
• W2024794938 hasConcept C136478896 @default.
• W2024794938 hasConcept C159985019 @default.
• W2024794938 hasConcept C192562407 @default.
• W2024794938 hasConcept C193867417 @default.
• W2024794938 hasConcept C2777973245 @default.
• W2024794938 hasConcept C2779372316 @default.
• W2024794938 hasConcept C2780021121 @default.
• W2024794938 hasConcept C523993062 @default.
• W2024794938 hasConcept C94556721 @default.
• W2024794938 hasConceptScore W2024794938C104779481 @default.
• W2024794938 hasConceptScore W2024794938C136478896 @default.
• W2024794938 hasConceptScore W2024794938C159985019 @default.
• W2024794938 hasConceptScore W2024794938C192562407 @default.
• W2024794938 hasConceptScore W2024794938C193867417 @default.
• W2024794938 hasConceptScore W2024794938C2777973245 @default.
• W2024794938 hasConceptScore W2024794938C2779372316 @default.
• W2024794938 hasConceptScore W2024794938C2780021121 @default.
• W2024794938 hasConceptScore W2024794938C523993062 @default.
• W2024794938 hasConceptScore W2024794938C94556721 @default.
• W2024794938 hasIssue "2" @default.
• W2024794938 hasLocation W20247949381 @default.
• W2024794938 hasOpenAccess W2024794938 @default.
• W2024794938 hasPrimaryLocation W20247949381 @default.
• W2024794938 hasRelatedWork W1969443192 @default.
• W2024794938 hasRelatedWork W2005496670 @default.
• W2024794938 hasRelatedWork W2054113325 @default.
• W2024794938 hasRelatedWork W2060861917 @default.
• W2024794938 hasRelatedWork W2079852693 @default.
• W2024794938 hasRelatedWork W2367512553 @default.
• W2024794938 hasRelatedWork W2944045227 @default.
• W2024794938 hasRelatedWork W2947669971 @default.
• W2024794938 hasRelatedWork W3048672776 @default.
• W2024794938 hasRelatedWork W4245477257 @default.
• W2024794938 hasVolume "8" @default.
• W2024794938 isParatext "false" @default.
• W2024794938 isRetracted "false" @default.
• W2024794938 magId "2024794938" @default.

• next