Matches in SemOpenAlex for { <https://semopenalex.org/work/W3175085183> ?p ?o ?g. }
Showing items 1 to 77 of
77
with 100 items per page.
- W3175085183 abstract "In the Gulf region most of the soils require soil stabilization to increase soil bearing capacity for construction of safe and sustainable buildings. The soils are stabilized either by physical stabilization, chemical stabilization or by mechanical stabilization. The aim of this project is to stabilize calcareous soil in the Barka region with synthetic polymers. The soil samples from the Barka region collected by using standard soil sampling methods. The synthetic polymer was mixed with the calcareous soil in 1%, 3% and 5%. The soil samples were tested for sieve analysis, Atterberg Limit, Particle Density, Proctor test and California Bearing Ratio test before and after addition of synthetic polymer. It was observed that there is a positive impact on the geotechnical properties of soil with the addition of Polymer. The optimum moisture content of the soil reduced and the maximum dry density of the soil increased. The optimum results were found at 5% addition of polymer where the optimum moisture content was found out to be 12.6% and the maximum dry density was found out to be 1.997 Mg/m3. The Atterberg limit test to show that the plasticity index of the soil reduced with the addition of polymer and the optimum results were found out at 5% addition of polymer. Finally, the CBR test results determine that the soil bearing capacity increases with the addition of Polymer. After the addition of 5% Polymer, the CBR value was found out to be 27.465% compared to 14.19% for the fresh calcareous soil. The results are encouraging.
 Keywords: Atterberg Limit, Calcareous soil, CBR, polymer, stabilization." @default.
- W3175085183 created "2021-07-05" @default.
- W3175085183 creator A5050492222 @default.
- W3175085183 creator A5086461194 @default.
- W3175085183 date "2021-03-11" @default.
- W3175085183 modified "2023-10-03" @default.
- W3175085183 title "A feasibility study on calcareous soil stabilization using polymers in Barka region." @default.
- W3175085183 doi "https://doi.org/10.7770/safer-v10n1-art2454" @default.
- W3175085183 hasPublicationYear "2021" @default.
- W3175085183 type Work @default.
- W3175085183 sameAs 3175085183 @default.
- W3175085183 citedByCount "0" @default.
- W3175085183 crossrefType "journal-article" @default.
- W3175085183 hasAuthorship W3175085183A5050492222 @default.
- W3175085183 hasAuthorship W3175085183A5086461194 @default.
- W3175085183 hasBestOaLocation W31750851831 @default.
- W3175085183 hasConcept C114614502 @default.
- W3175085183 hasConcept C116973930 @default.
- W3175085183 hasConcept C123552892 @default.
- W3175085183 hasConcept C127313418 @default.
- W3175085183 hasConcept C135677250 @default.
- W3175085183 hasConcept C151730666 @default.
- W3175085183 hasConcept C159390177 @default.
- W3175085183 hasConcept C159750122 @default.
- W3175085183 hasConcept C159985019 @default.
- W3175085183 hasConcept C176864760 @default.
- W3175085183 hasConcept C17732976 @default.
- W3175085183 hasConcept C187320778 @default.
- W3175085183 hasConcept C192562407 @default.
- W3175085183 hasConcept C24939127 @default.
- W3175085183 hasConcept C2780189059 @default.
- W3175085183 hasConcept C33923547 @default.
- W3175085183 hasConcept C37646163 @default.
- W3175085183 hasConcept C39432304 @default.
- W3175085183 hasConcept C50516716 @default.
- W3175085183 hasConcept C521977710 @default.
- W3175085183 hasConcept C97947650 @default.
- W3175085183 hasConceptScore W3175085183C114614502 @default.
- W3175085183 hasConceptScore W3175085183C116973930 @default.
- W3175085183 hasConceptScore W3175085183C123552892 @default.
- W3175085183 hasConceptScore W3175085183C127313418 @default.
- W3175085183 hasConceptScore W3175085183C135677250 @default.
- W3175085183 hasConceptScore W3175085183C151730666 @default.
- W3175085183 hasConceptScore W3175085183C159390177 @default.
- W3175085183 hasConceptScore W3175085183C159750122 @default.
- W3175085183 hasConceptScore W3175085183C159985019 @default.
- W3175085183 hasConceptScore W3175085183C176864760 @default.
- W3175085183 hasConceptScore W3175085183C17732976 @default.
- W3175085183 hasConceptScore W3175085183C187320778 @default.
- W3175085183 hasConceptScore W3175085183C192562407 @default.
- W3175085183 hasConceptScore W3175085183C24939127 @default.
- W3175085183 hasConceptScore W3175085183C2780189059 @default.
- W3175085183 hasConceptScore W3175085183C33923547 @default.
- W3175085183 hasConceptScore W3175085183C37646163 @default.
- W3175085183 hasConceptScore W3175085183C39432304 @default.
- W3175085183 hasConceptScore W3175085183C50516716 @default.
- W3175085183 hasConceptScore W3175085183C521977710 @default.
- W3175085183 hasConceptScore W3175085183C97947650 @default.
- W3175085183 hasIssue "1" @default.
- W3175085183 hasLocation W31750851831 @default.
- W3175085183 hasOpenAccess W3175085183 @default.
- W3175085183 hasPrimaryLocation W31750851831 @default.
- W3175085183 hasRelatedWork W1999398536 @default.
- W3175085183 hasRelatedWork W2334717973 @default.
- W3175085183 hasRelatedWork W2740619693 @default.
- W3175085183 hasRelatedWork W2940875454 @default.
- W3175085183 hasRelatedWork W2979768596 @default.
- W3175085183 hasRelatedWork W3129816342 @default.
- W3175085183 hasRelatedWork W3175085183 @default.
- W3175085183 hasRelatedWork W4281572474 @default.
- W3175085183 hasRelatedWork W4322489526 @default.
- W3175085183 hasRelatedWork W627456250 @default.
- W3175085183 hasVolume "10" @default.
- W3175085183 isParatext "false" @default.
- W3175085183 isRetracted "false" @default.
- W3175085183 magId "3175085183" @default.
- W3175085183 workType "article" @default.