Matches in SemOpenAlex for { <https://semopenalex.org/work/W2108392775> ?p ?o ?g. }
Showing items 1 to 69 of
69
with 100 items per page.
- W2108392775 abstract "This paper describes some of the research which has been conducted recently by the Transport and Road Research Laboratoly (TRRL) into the behaviour of soil-cement and considers the imnplications for its use in pavement layers. The laboratory studies have concentrated on the volumetric changes in the material and on the effectiveness of curing membranes. Shrinkage in clay-cement mixtures -has been shown to be anisotropic. When it is measured in the direction appropriate for estimating the horizontal shrinkage in pavements, shrinkage is inversely proportional to the cement content provided that the material is properly cured. As the cement content is increased up to 15 per cent the shrinkage of horizontally compacted specimens decreases. The effects of the method of compaction, density and pretreatment moisture content on the shrinkage of clay-cement is considered. Curing methods commonly used in the field have been studied under controlled conditions and their effectiveness on three different types of soilcement (sand-cement, clay-cement and gravel-cement mixtures) has been evaluated. It is apparent that some common methods for curing soil-cement pavement layers are ineffective. TRRL, have concentrated on finding out more about the shrinkage characteristics of soil-cement, and on the factors that influence shrinkage, in particular the effectiveness of different methods of curing soil-cement layers. It should be recognised however that whilst the shrinkage characteristics of cement-stabilised materials do indeed contribute to the initial cracking of soil-cemenit pavement layers, several other important factors contribute to the long-term performance of such layers. These factors are the strength of the material, its modulus and strain capacity, the restraint of the underlying layer, the stresses induced by traffic or fluctuations in termperature or moisture content, and the creep properties of the material. A considerable volume of knowledge exists about the influence of these factors on pavement performance, and hence the recent investigations by the Overseas Unit have concentrated on the shrinkage characteristics of soil-cement, about which relatively little quantitative information is available." @default.
- W2108392775 created "2016-06-24" @default.
- W2108392775 creator A5004097830 @default.
- W2108392775 date "1979-01-01" @default.
- W2108392775 modified "2023-09-23" @default.
- W2108392775 title "SOIL-CEMENT: RECENT RESEARCH BY THE OVERSEAS UNIT OF TRRL*" @default.
- W2108392775 cites W2120264388 @default.
- W2108392775 cites W2582484820 @default.
- W2108392775 cites W568408920 @default.
- W2108392775 cites W594699316 @default.
- W2108392775 hasPublicationYear "1979" @default.
- W2108392775 type Work @default.
- W2108392775 sameAs 2108392775 @default.
- W2108392775 citedByCount "2" @default.
- W2108392775 crossrefType "journal-article" @default.
- W2108392775 hasAuthorship W2108392775A5004097830 @default.
- W2108392775 hasConcept C127313418 @default.
- W2108392775 hasConcept C132976073 @default.
- W2108392775 hasConcept C159985019 @default.
- W2108392775 hasConcept C180145272 @default.
- W2108392775 hasConcept C187320778 @default.
- W2108392775 hasConcept C192562407 @default.
- W2108392775 hasConcept C196715460 @default.
- W2108392775 hasConcept C24939127 @default.
- W2108392775 hasConcept C2776196969 @default.
- W2108392775 hasConcept C39432304 @default.
- W2108392775 hasConcept C523993062 @default.
- W2108392775 hasConcept C58396970 @default.
- W2108392775 hasConceptScore W2108392775C127313418 @default.
- W2108392775 hasConceptScore W2108392775C132976073 @default.
- W2108392775 hasConceptScore W2108392775C159985019 @default.
- W2108392775 hasConceptScore W2108392775C180145272 @default.
- W2108392775 hasConceptScore W2108392775C187320778 @default.
- W2108392775 hasConceptScore W2108392775C192562407 @default.
- W2108392775 hasConceptScore W2108392775C196715460 @default.
- W2108392775 hasConceptScore W2108392775C24939127 @default.
- W2108392775 hasConceptScore W2108392775C2776196969 @default.
- W2108392775 hasConceptScore W2108392775C39432304 @default.
- W2108392775 hasConceptScore W2108392775C523993062 @default.
- W2108392775 hasConceptScore W2108392775C58396970 @default.
- W2108392775 hasIssue "4" @default.
- W2108392775 hasLocation W21083927751 @default.
- W2108392775 hasOpenAccess W2108392775 @default.
- W2108392775 hasPrimaryLocation W21083927751 @default.
- W2108392775 hasRelatedWork W2021639617 @default.
- W2108392775 hasRelatedWork W2073666349 @default.
- W2108392775 hasRelatedWork W2116600590 @default.
- W2108392775 hasRelatedWork W2546651784 @default.
- W2108392775 hasRelatedWork W2775649984 @default.
- W2108392775 hasRelatedWork W2890004595 @default.
- W2108392775 hasRelatedWork W2944948699 @default.
- W2108392775 hasRelatedWork W2948563857 @default.
- W2108392775 hasRelatedWork W2994713528 @default.
- W2108392775 hasRelatedWork W3078639032 @default.
- W2108392775 hasRelatedWork W3153236770 @default.
- W2108392775 hasRelatedWork W4850613 @default.
- W2108392775 hasRelatedWork W614372702 @default.
- W2108392775 hasRelatedWork W775026023 @default.
- W2108392775 hasRelatedWork W2753135926 @default.
- W2108392775 hasRelatedWork W2816773654 @default.
- W2108392775 hasRelatedWork W2817380079 @default.
- W2108392775 hasRelatedWork W2872720820 @default.
- W2108392775 hasRelatedWork W2881641316 @default.
- W2108392775 hasRelatedWork W3116800098 @default.
- W2108392775 hasVolume "9" @default.
- W2108392775 isParatext "false" @default.
- W2108392775 isRetracted "false" @default.
- W2108392775 magId "2108392775" @default.
- W2108392775 workType "article" @default.