Matches in SemOpenAlex for { <https://semopenalex.org/work/W1986989643> ?p ?o ?g. }
Showing items 1 to 76 of
76
with 100 items per page.
- W1986989643 endingPage "294" @default.
- W1986989643 startingPage "275" @default.
- W1986989643 abstract "Current design regulations preclude the usage of cohesive backfills in reinforced soil structures regardless of whether the reinforcement is metallic or polymer fabric. The main reasons for this are: firstly, cohesive materials can be expansive; and secondly, the maximum bond strength between the reinforcement and the clay is normally not expected to be more than the undrained strength of the clay, giving no advantage. However, low-plasticity (so-called semi-cohesive) soils are not expansive and could be used in reinforced soil structures provided the reinforcement can give an increase in strength. A large number of shearbox and pull-out tests have been carried out to investigate which are the major factors governing the clay-geotextile interaction in both undrained and drained conditions. Woven and non-woven fabrics and meshes were used in the tests. The results have shown that the shearing strength of clay can be increased by properly selected geotextile reinforcement in both undrained (short-term) and drained (long-term) loading. It has been also shown that the pull-out resistance of the geotextile reinforcement is essentially proportional to the normal stress and for high transmissivity geotextiles or for geogrids it is limited by the tensile strength and relaxation of the material. The low transmissivity however is also a factor obstructing the development of high pull-out resistance in undrained conditions. The results indicate that geotextile reinforced cohesive backfill might be a viable alternative in reinforced soil structures if good-quality granular backfill material is not readily available." @default.
- W1986989643 created "2016-06-24" @default.
- W1986989643 creator A5032290326 @default.
- W1986989643 creator A5079150005 @default.
- W1986989643 date "1987-01-01" @default.
- W1986989643 modified "2023-10-03" @default.
- W1986989643 title "Laboratory determination of clay-geotextile interaction" @default.
- W1986989643 cites W1972379089 @default.
- W1986989643 cites W2030876290 @default.
- W1986989643 doi "https://doi.org/10.1016/0266-1144(87)90009-4" @default.
- W1986989643 hasPublicationYear "1987" @default.
- W1986989643 type Work @default.
- W1986989643 sameAs 1986989643 @default.
- W1986989643 citedByCount "45" @default.
- W1986989643 countsByYear W19869896432012 @default.
- W1986989643 countsByYear W19869896432013 @default.
- W1986989643 countsByYear W19869896432014 @default.
- W1986989643 countsByYear W19869896432015 @default.
- W1986989643 countsByYear W19869896432016 @default.
- W1986989643 countsByYear W19869896432017 @default.
- W1986989643 countsByYear W19869896432018 @default.
- W1986989643 countsByYear W19869896432019 @default.
- W1986989643 countsByYear W19869896432020 @default.
- W1986989643 countsByYear W19869896432021 @default.
- W1986989643 countsByYear W19869896432022 @default.
- W1986989643 countsByYear W19869896432023 @default.
- W1986989643 crossrefType "journal-article" @default.
- W1986989643 hasAuthorship W1986989643A5032290326 @default.
- W1986989643 hasAuthorship W1986989643A5079150005 @default.
- W1986989643 hasConcept C1121360 @default.
- W1986989643 hasConcept C112950240 @default.
- W1986989643 hasConcept C127313418 @default.
- W1986989643 hasConcept C152279782 @default.
- W1986989643 hasConcept C159390177 @default.
- W1986989643 hasConcept C159750122 @default.
- W1986989643 hasConcept C159985019 @default.
- W1986989643 hasConcept C187320778 @default.
- W1986989643 hasConcept C192562407 @default.
- W1986989643 hasConcept C2777600705 @default.
- W1986989643 hasConcept C2778491893 @default.
- W1986989643 hasConcept C67203356 @default.
- W1986989643 hasConcept C79186407 @default.
- W1986989643 hasConceptScore W1986989643C1121360 @default.
- W1986989643 hasConceptScore W1986989643C112950240 @default.
- W1986989643 hasConceptScore W1986989643C127313418 @default.
- W1986989643 hasConceptScore W1986989643C152279782 @default.
- W1986989643 hasConceptScore W1986989643C159390177 @default.
- W1986989643 hasConceptScore W1986989643C159750122 @default.
- W1986989643 hasConceptScore W1986989643C159985019 @default.
- W1986989643 hasConceptScore W1986989643C187320778 @default.
- W1986989643 hasConceptScore W1986989643C192562407 @default.
- W1986989643 hasConceptScore W1986989643C2777600705 @default.
- W1986989643 hasConceptScore W1986989643C2778491893 @default.
- W1986989643 hasConceptScore W1986989643C67203356 @default.
- W1986989643 hasConceptScore W1986989643C79186407 @default.
- W1986989643 hasIssue "4" @default.
- W1986989643 hasLocation W19869896431 @default.
- W1986989643 hasOpenAccess W1986989643 @default.
- W1986989643 hasPrimaryLocation W19869896431 @default.
- W1986989643 hasRelatedWork W2050960141 @default.
- W1986989643 hasRelatedWork W2092383490 @default.
- W1986989643 hasRelatedWork W2186385645 @default.
- W1986989643 hasRelatedWork W2241140670 @default.
- W1986989643 hasRelatedWork W2552839453 @default.
- W1986989643 hasRelatedWork W3083131701 @default.
- W1986989643 hasRelatedWork W3100090530 @default.
- W1986989643 hasRelatedWork W3107637666 @default.
- W1986989643 hasRelatedWork W3123011105 @default.
- W1986989643 hasRelatedWork W2187603715 @default.
- W1986989643 hasVolume "6" @default.
- W1986989643 isParatext "false" @default.
- W1986989643 isRetracted "false" @default.
- W1986989643 magId "1986989643" @default.
- W1986989643 workType "article" @default.