Matches in SemOpenAlex for { <https://semopenalex.org/work/W4386586019> ?p ?o ?g. }
Showing items 1 to 77 of
77
with 100 items per page.
- W4386586019 endingPage "393" @default.
- W4386586019 startingPage "382" @default.
- W4386586019 abstract "Abstract: Stone dust is a kind of solid waste material that is generated from stone crushing industry which is abundantly available. It is estimated that each crusher unit produce 15%-20% stone dust. Disposal of such wastes poses lots of geo environmental problems such as landfill disposal problems, health and environmental hazards. The best way to eliminate these problems is to make use such waste. Keeping this in view an experimental study was conducted on locally available soil by mixing it with Stone Dust. The effect of randomly distributed Stone Dust on MDD, OMC, and CBR has been discussed in this report. The percentage of stone dust by dry weight of soil was taken as 10%, 20%, 30%, and 50%.The first series of compaction, specific gravity and CBR tests were conducted on the soil and the same tests were conducted in the second series on soil samples mixed with stone dust. Laboratory experiments favorably suggest that mixing stone dust with soil would be effective in improving soil properties. Due to rapid growth of population and industrialization there is tremendous increase in construction activities. The cities and villages are coming closer, there is fast growth of vehicles running on roads. There is shortage of land for construction of buildings, roads, highways and airfields. The land available may not be suitable for construction activities. The soil may be black cotton, clayey, and loamy. The existing site conditions may or may not be sufficiently strong enough to withstand the load coming on it. In order to overcome these problem ground improvement technique such as soil stabilization, soil reinforcement etc. are evolved. The mechanical stabilization of soil proves to be cost effective and reliable. As the property of clayey soil proves to be suitable for mechanical stabilization, the cohesive natured clayey soil were chosen and checked for their geotechnical properties with other general soil characteristics by varying the content of stone dust The modification of soil is carried out by addition of stone dust to original expansive soils in the range of 0 to 50% by the percentage increase of 10%, 20%, 30%, and 50% and the effect of stone dust on liquid limit, plastic limit, plasticity index, dry density, optimum moisture content and CBR values is considered" @default.
- W4386586019 created "2023-09-11" @default.
- W4386586019 creator A5007584403 @default.
- W4386586019 creator A5007667508 @default.
- W4386586019 date "2023-09-30" @default.
- W4386586019 modified "2023-10-11" @default.
- W4386586019 title "Effect of Stone Dust on Properties of Soil" @default.
- W4386586019 doi "https://doi.org/10.22214/ijraset.2023.55642" @default.
- W4386586019 hasPublicationYear "2023" @default.
- W4386586019 type Work @default.
- W4386586019 citedByCount "0" @default.
- W4386586019 crossrefType "journal-article" @default.
- W4386586019 hasAuthorship W4386586019A5007584403 @default.
- W4386586019 hasAuthorship W4386586019A5007667508 @default.
- W4386586019 hasBestOaLocation W43865860191 @default.
- W4386586019 hasConcept C113578266 @default.
- W4386586019 hasConcept C127413603 @default.
- W4386586019 hasConcept C138885662 @default.
- W4386586019 hasConcept C144024400 @default.
- W4386586019 hasConcept C149923435 @default.
- W4386586019 hasConcept C159390177 @default.
- W4386586019 hasConcept C159750122 @default.
- W4386586019 hasConcept C16674752 @default.
- W4386586019 hasConcept C187320778 @default.
- W4386586019 hasConcept C194051981 @default.
- W4386586019 hasConcept C196715460 @default.
- W4386586019 hasConcept C198340109 @default.
- W4386586019 hasConcept C2778137410 @default.
- W4386586019 hasConcept C2908647359 @default.
- W4386586019 hasConcept C2993412147 @default.
- W4386586019 hasConcept C39432304 @default.
- W4386586019 hasConcept C41895202 @default.
- W4386586019 hasConcept C548081761 @default.
- W4386586019 hasConcept C70957220 @default.
- W4386586019 hasConcept C78519656 @default.
- W4386586019 hasConcept C87717796 @default.
- W4386586019 hasConceptScore W4386586019C113578266 @default.
- W4386586019 hasConceptScore W4386586019C127413603 @default.
- W4386586019 hasConceptScore W4386586019C138885662 @default.
- W4386586019 hasConceptScore W4386586019C144024400 @default.
- W4386586019 hasConceptScore W4386586019C149923435 @default.
- W4386586019 hasConceptScore W4386586019C159390177 @default.
- W4386586019 hasConceptScore W4386586019C159750122 @default.
- W4386586019 hasConceptScore W4386586019C16674752 @default.
- W4386586019 hasConceptScore W4386586019C187320778 @default.
- W4386586019 hasConceptScore W4386586019C194051981 @default.
- W4386586019 hasConceptScore W4386586019C196715460 @default.
- W4386586019 hasConceptScore W4386586019C198340109 @default.
- W4386586019 hasConceptScore W4386586019C2778137410 @default.
- W4386586019 hasConceptScore W4386586019C2908647359 @default.
- W4386586019 hasConceptScore W4386586019C2993412147 @default.
- W4386586019 hasConceptScore W4386586019C39432304 @default.
- W4386586019 hasConceptScore W4386586019C41895202 @default.
- W4386586019 hasConceptScore W4386586019C548081761 @default.
- W4386586019 hasConceptScore W4386586019C70957220 @default.
- W4386586019 hasConceptScore W4386586019C78519656 @default.
- W4386586019 hasConceptScore W4386586019C87717796 @default.
- W4386586019 hasIssue "9" @default.
- W4386586019 hasLocation W43865860191 @default.
- W4386586019 hasOpenAccess W4386586019 @default.
- W4386586019 hasPrimaryLocation W43865860191 @default.
- W4386586019 hasRelatedWork W1513305450 @default.
- W4386586019 hasRelatedWork W198543649 @default.
- W4386586019 hasRelatedWork W2017048348 @default.
- W4386586019 hasRelatedWork W2021062294 @default.
- W4386586019 hasRelatedWork W2045763986 @default.
- W4386586019 hasRelatedWork W2063808019 @default.
- W4386586019 hasRelatedWork W2185809228 @default.
- W4386586019 hasRelatedWork W2613081470 @default.
- W4386586019 hasRelatedWork W583305823 @default.
- W4386586019 hasRelatedWork W2187780039 @default.
- W4386586019 hasVolume "11" @default.
- W4386586019 isParatext "false" @default.
- W4386586019 isRetracted "false" @default.
- W4386586019 workType "article" @default.