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Utilization of a vinyl based copolymer for improvement of a kaolin type clay
Geopolymers are obtained by use of alteration of chemical composition and crystal structures of different minerals. Use of geopolymer is an effective and environmental friendly solution in stabilization of clayey soil. The vinyl based copolymer is used as an agent as dust controller, highway soil st...
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Published in: | E3S web of conferences 2019-01, Vol.92, p.11016 |
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description | Geopolymers are obtained by use of alteration of chemical composition and crystal structures of different minerals. Use of geopolymer is an effective and environmental friendly solution in stabilization of clayey soil. The vinyl based copolymer is used as an agent as dust controller, highway soil stabilizer, asphalt admixture, concrete production, etc. In this study, strength of a clay is improved by use of a commercial geopolymer. In this regard, soil was amended with polymer ranging among 0 % to 4 %, by volume of dry soil. Unconfined compression and oedometer tests were carried out to evaluate the effects of temperature, initial water content, compaction energy on strength and compression properties of a clay soil - within an experimental framework. The results revealed that, temperature has a considerable effect on geopolymerization. Besides, under constant moisture content during curing, increasing geopolymer content and curing period causes a slight increase in strength of specimens. |
doi_str_mv | 10.1051/e3sconf/20199211016 |
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Use of geopolymer is an effective and environmental friendly solution in stabilization of clayey soil. The vinyl based copolymer is used as an agent as dust controller, highway soil stabilizer, asphalt admixture, concrete production, etc. In this study, strength of a clay is improved by use of a commercial geopolymer. In this regard, soil was amended with polymer ranging among 0 % to 4 %, by volume of dry soil. Unconfined compression and oedometer tests were carried out to evaluate the effects of temperature, initial water content, compaction energy on strength and compression properties of a clay soil - within an experimental framework. The results revealed that, temperature has a considerable effect on geopolymerization. Besides, under constant moisture content during curing, increasing geopolymer content and curing period causes a slight increase in strength of specimens.</description><identifier>ISSN: 2267-1242</identifier><identifier>ISSN: 2555-0403</identifier><identifier>EISSN: 2267-1242</identifier><identifier>DOI: 10.1051/e3sconf/20199211016</identifier><language>eng</language><publisher>Les Ulis: EDP Sciences</publisher><subject>Admixtures ; Asphalt ; Chemical composition ; Clay ; Clay minerals ; Clay soils ; Compression ; Compression tests ; Compressive properties ; Compressive strength ; Copolymers ; Crystal structure ; Curing ; Dust control ; Geopolymers ; Kaolin ; Minerals ; Moisture content ; Organic chemistry ; Polymers ; Soil compaction ; Soil moisture ; Soil properties ; Soil stabilization ; Soil temperature ; Soils ; Temperature effects ; Water content</subject><ispartof>E3S web of conferences, 2019-01, Vol.92, p.11016</ispartof><rights>2019. 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Use of geopolymer is an effective and environmental friendly solution in stabilization of clayey soil. The vinyl based copolymer is used as an agent as dust controller, highway soil stabilizer, asphalt admixture, concrete production, etc. In this study, strength of a clay is improved by use of a commercial geopolymer. In this regard, soil was amended with polymer ranging among 0 % to 4 %, by volume of dry soil. Unconfined compression and oedometer tests were carried out to evaluate the effects of temperature, initial water content, compaction energy on strength and compression properties of a clay soil - within an experimental framework. The results revealed that, temperature has a considerable effect on geopolymerization. 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Sezer, Alper ; Erez, Batuhan ; Kara, Burak</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3036-befd8e63ee31f0776683473539b8333665f658d950dd2a830931763eae759dc13</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Admixtures</topic><topic>Asphalt</topic><topic>Chemical composition</topic><topic>Clay</topic><topic>Clay minerals</topic><topic>Clay soils</topic><topic>Compression</topic><topic>Compression tests</topic><topic>Compressive properties</topic><topic>Compressive strength</topic><topic>Copolymers</topic><topic>Crystal structure</topic><topic>Curing</topic><topic>Dust control</topic><topic>Geopolymers</topic><topic>Kaolin</topic><topic>Minerals</topic><topic>Moisture content</topic><topic>Organic chemistry</topic><topic>Polymers</topic><topic>Soil compaction</topic><topic>Soil moisture</topic><topic>Soil properties</topic><topic>Soil stabilization</topic><topic>Soil temperature</topic><topic>Soils</topic><topic>Temperature effects</topic><topic>Water content</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bozyigit, Irem</creatorcontrib><creatorcontrib>Sezer, Alper</creatorcontrib><creatorcontrib>Erez, Batuhan</creatorcontrib><creatorcontrib>Kara, Burak</creatorcontrib><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>Natural Science Collection</collection><collection>Earth, Atmospheric & Aquatic Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>Engineering Research Database</collection><collection>ProQuest Central Student</collection><collection>Aerospace Database</collection><collection>SciTech Premium Collection</collection><collection>Civil Engineering Abstracts</collection><collection>ProQuest Engineering Collection</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Engineering Database</collection><collection>Environmental Science Database</collection><collection>Earth, Atmospheric & Aquatic Science Database</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>Environmental Science Collection</collection><collection>Environment Abstracts</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>E3S web of conferences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bozyigit, Irem</au><au>Sezer, Alper</au><au>Erez, Batuhan</au><au>Kara, Burak</au><au>Tarantino, A.</au><au>Ibraim, E.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Utilization of a vinyl based copolymer for improvement of a kaolin type clay</atitle><jtitle>E3S web of conferences</jtitle><date>2019-01-01</date><risdate>2019</risdate><volume>92</volume><spage>11016</spage><pages>11016-</pages><issn>2267-1242</issn><issn>2555-0403</issn><eissn>2267-1242</eissn><abstract>Geopolymers are obtained by use of alteration of chemical composition and crystal structures of different minerals. Use of geopolymer is an effective and environmental friendly solution in stabilization of clayey soil. The vinyl based copolymer is used as an agent as dust controller, highway soil stabilizer, asphalt admixture, concrete production, etc. In this study, strength of a clay is improved by use of a commercial geopolymer. In this regard, soil was amended with polymer ranging among 0 % to 4 %, by volume of dry soil. Unconfined compression and oedometer tests were carried out to evaluate the effects of temperature, initial water content, compaction energy on strength and compression properties of a clay soil - within an experimental framework. The results revealed that, temperature has a considerable effect on geopolymerization. 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subjects | Admixtures Asphalt Chemical composition Clay Clay minerals Clay soils Compression Compression tests Compressive properties Compressive strength Copolymers Crystal structure Curing Dust control Geopolymers Kaolin Minerals Moisture content Organic chemistry Polymers Soil compaction Soil moisture Soil properties Soil stabilization Soil temperature Soils Temperature effects Water content |
title | Utilization of a vinyl based copolymer for improvement of a kaolin type clay |
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