Matches in SemOpenAlex for { <https://semopenalex.org/work/W4213287551> ?p ?o ?g. }
Showing items 1 to 79 of
79
with 100 items per page.
- W4213287551 abstract "Testing soil and knowing its strength parameters is one of the basic components in construction. Testing of fill soil is carried out to find whether the existing soil can endure the burden of structure withheld upon it or not. In the case of weak soil, one can find it difficult to pursue construction or any development project. While talking of solutions, there are many methods to improve its strength and properties: one of them which we decided to work on is 'stabilization of fill soil using bricks waste which is normally easily available material. The main objective of our test is to check the effectiveness of bricks waste on the mechanical properties of filling material. The testing comprised of performing Atterberg limits, Unconfined Compression, Direct Shear, Sieve Analysis, Moisture Dry Density, and Permeability. The Bricks waste passing no. 40 sieve is mixed with fill soil and testing on different proportions i.e. 0, 5, 10, 15 and 20 percent was carried out. The summary was prepared showed improvement in soil regarding the shear strength and toughness as the Plasticity Index of the soil was improved. The unconfined compression test results show a pattern in which the peak stress is increased as we move to higher percentages. Also, the moisture content is increased for this test because the brick debris absorbed water. Direct shear test on percentages up to 15% showed that the peak shear stress increased, which indicates that on higher percentages the sample took more load as compared to small percentages. Moisture Dry Density relationship provides a clear indication of an increase in density of soil as moved to higher percentages and decrease in Optimum Moisture Content which suggests that, clay absorbs more water content as compared to brick debris." @default.
- W4213287551 created "2022-02-24" @default.
- W4213287551 creator A5013694341 @default.
- W4213287551 creator A5029912106 @default.
- W4213287551 creator A5036642515 @default.
- W4213287551 creator A5049057313 @default.
- W4213287551 creator A5070252224 @default.
- W4213287551 creator A5083428828 @default.
- W4213287551 creator A5083562120 @default.
- W4213287551 date "2021-06-08" @default.
- W4213287551 modified "2023-10-18" @default.
- W4213287551 title "Utilizing Alumina-Silica Enriched Bricks Debris Determining End Product of ML-CL Fill Soil: Advanced Stabilization Practices with Innovating Discarded Material" @default.
- W4213287551 doi "https://doi.org/10.33150/jitdets-5.1.2" @default.
- W4213287551 hasPublicationYear "2021" @default.
- W4213287551 type Work @default.
- W4213287551 citedByCount "0" @default.
- W4213287551 crossrefType "journal-article" @default.
- W4213287551 hasAuthorship W4213287551A5013694341 @default.
- W4213287551 hasAuthorship W4213287551A5029912106 @default.
- W4213287551 hasAuthorship W4213287551A5036642515 @default.
- W4213287551 hasAuthorship W4213287551A5049057313 @default.
- W4213287551 hasAuthorship W4213287551A5070252224 @default.
- W4213287551 hasAuthorship W4213287551A5083428828 @default.
- W4213287551 hasAuthorship W4213287551A5083562120 @default.
- W4213287551 hasBestOaLocation W42132875511 @default.
- W4213287551 hasConcept C114614502 @default.
- W4213287551 hasConcept C116973930 @default.
- W4213287551 hasConcept C127413603 @default.
- W4213287551 hasConcept C127893833 @default.
- W4213287551 hasConcept C154226666 @default.
- W4213287551 hasConcept C159390177 @default.
- W4213287551 hasConcept C159750122 @default.
- W4213287551 hasConcept C159985019 @default.
- W4213287551 hasConcept C17732976 @default.
- W4213287551 hasConcept C187320778 @default.
- W4213287551 hasConcept C192562407 @default.
- W4213287551 hasConcept C24939127 @default.
- W4213287551 hasConcept C33923547 @default.
- W4213287551 hasConcept C39432304 @default.
- W4213287551 hasConcept C41151612 @default.
- W4213287551 hasConcept C50516716 @default.
- W4213287551 hasConcept C96035792 @default.
- W4213287551 hasConcept C97947650 @default.
- W4213287551 hasConceptScore W4213287551C114614502 @default.
- W4213287551 hasConceptScore W4213287551C116973930 @default.
- W4213287551 hasConceptScore W4213287551C127413603 @default.
- W4213287551 hasConceptScore W4213287551C127893833 @default.
- W4213287551 hasConceptScore W4213287551C154226666 @default.
- W4213287551 hasConceptScore W4213287551C159390177 @default.
- W4213287551 hasConceptScore W4213287551C159750122 @default.
- W4213287551 hasConceptScore W4213287551C159985019 @default.
- W4213287551 hasConceptScore W4213287551C17732976 @default.
- W4213287551 hasConceptScore W4213287551C187320778 @default.
- W4213287551 hasConceptScore W4213287551C192562407 @default.
- W4213287551 hasConceptScore W4213287551C24939127 @default.
- W4213287551 hasConceptScore W4213287551C33923547 @default.
- W4213287551 hasConceptScore W4213287551C39432304 @default.
- W4213287551 hasConceptScore W4213287551C41151612 @default.
- W4213287551 hasConceptScore W4213287551C50516716 @default.
- W4213287551 hasConceptScore W4213287551C96035792 @default.
- W4213287551 hasConceptScore W4213287551C97947650 @default.
- W4213287551 hasIssue "1" @default.
- W4213287551 hasLocation W42132875511 @default.
- W4213287551 hasOpenAccess W4213287551 @default.
- W4213287551 hasPrimaryLocation W42132875511 @default.
- W4213287551 hasRelatedWork W2239897770 @default.
- W4213287551 hasRelatedWork W2334717973 @default.
- W4213287551 hasRelatedWork W2393889226 @default.
- W4213287551 hasRelatedWork W2740619693 @default.
- W4213287551 hasRelatedWork W2898116365 @default.
- W4213287551 hasRelatedWork W2938901985 @default.
- W4213287551 hasRelatedWork W3129816342 @default.
- W4213287551 hasRelatedWork W4213287551 @default.
- W4213287551 hasRelatedWork W4281572474 @default.
- W4213287551 hasRelatedWork W4311846486 @default.
- W4213287551 hasVolume "5" @default.
- W4213287551 isParatext "false" @default.
- W4213287551 isRetracted "false" @default.
- W4213287551 workType "article" @default.