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http://krishi.icar.gov.in/jspui/handle/123456789/28510Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Jasbir Saini, D. K. Soni & A. K. Mandal | en_US |
| dc.date.accessioned | 2019-12-06T11:27:17Z | - |
| dc.date.available | 2019-12-06T11:27:17Z | - |
| dc.date.issued | 2019-01-01 | - |
| dc.identifier.citation | Not Available | en_US |
| dc.identifier.issn | https://doi.org/10.1007/s12065-019-00319-1 | - |
| dc.identifier.uri | http://krishi.icar.gov.in/jspui/handle/123456789/28510 | - |
| dc.description | In highway construction, the most important procedure is the sub-grade soil stabilization. The main motive of this research paper is to evaluate the value of industrial and agricultural waste as the soil admixture, and aimed to enhance the soil properties. Especially, for improving the alkaline soil’s load-bearing capacity, the current study explains the behavioral phase of alkaline soils blended along waste materials of industries like FA, TD, and agricultural waste material RHA, PM. The analysis is made to find the effect of both agricultural and industrial wastes on specific mix proportions on distinct soil properties like OMC, MDD, UCS, and CBR, and the comparison is also made. The results conclude all stabilizers such as FA, TD, RHA, and PM accomplish its optimal strength after the curing period of 7 days | en_US |
| dc.description.abstract | In highway construction, the most important procedure is the sub-grade soil stabilization. The main motive of this research paper is to evaluate the value of industrial and agricultural waste as the soil admixture, and aimed to enhance the soil properties. Especially, for improving the alkaline soil’s load-bearing capacity, the current study explains the behavioral phase of alkaline soils blended along waste materials of industries like FA, TD, and agricultural waste material RHA, PM. The analysis is made to find the effect of both agricultural and industrial wastes on specific mix proportions on distinct soil properties like OMC, MDD, UCS, and CBR, and the comparison is also made. The results conclude all stabilizers such as FA, TD, RHA, and PM accomplish its optimal strength after the curing period of 7 days Abbreviations FA Fly ash TD Tiles dust OMC Optimum moisture content PM Press mud GA Genetic algorithm MDD Maximum dry density RHA Rice husk ash TW Tile waste XRD X-ray diffraction PI Plasticity index UCS Unconfined compressive strength LL Liquid limit CBR California bearing ratio | en_US |
| dc.description.sponsorship | Not Available | en_US |
| dc.language.iso | English | en_US |
| dc.publisher | Springer | en_US |
| dc.relation.ispartofseries | Not Available; | - |
| dc.subject | Alkaline soil · Stabilization · Industrial and agricultural waste · OMC · MDD · UCS · CBR | en_US |
| dc.title | Enhancing load bearing capacity of alkaline soil with agricultural and industrial waste by the stabilization process | en_US |
| dc.title.alternative | Not Available | en_US |
| dc.type | Research Paper | en_US |
| dc.publication.projectcode | Not Available | en_US |
| dc.publication.journalname | Evolutionary Intelligence | en_US |
| dc.publication.volumeno | DOI 10.1007/s12065-019-00319-1 | en_US |
| dc.publication.pagenumber | DOI 10.1007/s12065-019-00319-1 | en_US |
| dc.publication.divisionUnit | SCM, civil engineering | en_US |
| dc.publication.sourceUrl | DOI 10.1007/s12065-019-00319-1 | en_US |
| dc.publication.authorAffiliation | ICAR::Central Soil Salinity Research Institute, NIT Kurukshetra | en_US |
| dc.ICARdataUseLicence | http://krishi.icar.gov.in/PDF/ICAR_Data_Use_Licence.pdf | en_US |
| Appears in Collections: | NRM-CSSRI-Publication | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Paper_Jasbir Sainini_2019.pdf | 1.34 MB | Adobe PDF | View/Open |
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