Engineering Properties of Slag-Based Superfine Cement-Stabilized Clayey Soil.
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| Title: | Engineering Properties of Slag-Based Superfine Cement-Stabilized Clayey Soil. |
|---|---|
| Authors: | Mollamahmutoğlu, Murat1,2,3,4, Avcı, Eyubhan2,5,6 |
| Source: | ACI Materials Journal. Jul2018, Vol. 115 Issue 4, p541-548. 8p. |
| Subjects: | Materials compression testing, Cement testing, Compressive strength, Clay soils, Permeability of concrete |
| Abstract: | The aim of this research was to investigate such geotechnical properties as consistency limits, unconfined compressive strength (UCS), permeability, swelling potential, and the compressibility of slag-based, superfine cement (SSC)-stabilized, high-plasticity clayey soil. UCS of high-plasticity clayey soil was increased by SSC stabilization under both wet-cured and air-dried conditions. UCS values of SSC stabilized specimens under both conditions increased with time. Additionally, UCS values of SSC-stabilized specimens under air-dried condition were higher than those of SSC- stabilized specimens under wet-cured condition. The permeability of high- plasticity clayey soil was reduced by the SSC stabilization, and the permeability of SSC-stabilized soil decreased with time. The swelling potential and the compressibility of high-plasticity clayey soil were also reduced by SSC stabilization. [ABSTRACT FROM AUTHOR] |
| Copyright of ACI Materials Journal is the property of American Concrete Institute and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
| FullText | Links: – Type: pdflink Text: Availability: 0 |
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| Header | DbId: egs DbLabel: Engineering Source An: 131065020 AccessLevel: 6 PubType: Academic Journal PubTypeId: academicJournal PreciseRelevancyScore: 0 |
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| Items | – Name: Title Label: Title Group: Ti Data: Engineering Properties of Slag-Based Superfine Cement-Stabilized Clayey Soil. – Name: Author Label: Authors Group: Au Data: <searchLink fieldCode="AR" term="%22Mollamahmutoğlu%2C+Murat%22">Mollamahmutoğlu, Murat</searchLink><relatesTo>1,2,3,4</relatesTo><br /><searchLink fieldCode="AR" term="%22Avcı%2C+Eyubhan%22">Avcı, Eyubhan</searchLink><relatesTo>2,5,6</relatesTo> – Name: TitleSource Label: Source Group: Src Data: <searchLink fieldCode="JN" term="%22ACI+Materials+Journal%22">ACI Materials Journal</searchLink>. Jul2018, Vol. 115 Issue 4, p541-548. 8p. – Name: Subject Label: Subjects Group: Su Data: <searchLink fieldCode="DE" term="%22Materials+compression+testing%22">Materials compression testing</searchLink><br /><searchLink fieldCode="DE" term="%22Cement+testing%22">Cement testing</searchLink><br /><searchLink fieldCode="DE" term="%22Compressive+strength%22">Compressive strength</searchLink><br /><searchLink fieldCode="DE" term="%22Clay+soils%22">Clay soils</searchLink><br /><searchLink fieldCode="DE" term="%22Permeability+of+concrete%22">Permeability of concrete</searchLink> – Name: Abstract Label: Abstract Group: Ab Data: The aim of this research was to investigate such geotechnical properties as consistency limits, unconfined compressive strength (UCS), permeability, swelling potential, and the compressibility of slag-based, superfine cement (SSC)-stabilized, high-plasticity clayey soil. UCS of high-plasticity clayey soil was increased by SSC stabilization under both wet-cured and air-dried conditions. UCS values of SSC stabilized specimens under both conditions increased with time. Additionally, UCS values of SSC-stabilized specimens under air-dried condition were higher than those of SSC- stabilized specimens under wet-cured condition. The permeability of high- plasticity clayey soil was reduced by the SSC stabilization, and the permeability of SSC-stabilized soil decreased with time. The swelling potential and the compressibility of high-plasticity clayey soil were also reduced by SSC stabilization. [ABSTRACT FROM AUTHOR] – Name: AbstractSuppliedCopyright Label: Group: Ab Data: <i>Copyright of ACI Materials Journal is the property of American Concrete Institute and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.) |
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| RecordInfo | BibRecord: BibEntity: Languages: – Code: eng Text: English PhysicalDescription: Pagination: PageCount: 8 StartPage: 541 Subjects: – SubjectFull: Materials compression testing Type: general – SubjectFull: Cement testing Type: general – SubjectFull: Compressive strength Type: general – SubjectFull: Clay soils Type: general – SubjectFull: Permeability of concrete Type: general Titles: – TitleFull: Engineering Properties of Slag-Based Superfine Cement-Stabilized Clayey Soil. Type: main BibRelationships: HasContributorRelationships: – PersonEntity: Name: NameFull: Mollamahmutoğlu, Murat – PersonEntity: Name: NameFull: Avcı, Eyubhan IsPartOfRelationships: – BibEntity: Dates: – D: 01 M: 07 Text: Jul2018 Type: published Y: 2018 Identifiers: – Type: issn-print Value: 0889325X Numbering: – Type: volume Value: 115 – Type: issue Value: 4 Titles: – TitleFull: ACI Materials Journal Type: main |
| ResultId | 1 |
