[{"command":"settings","settings":{"basePath":"\/","pathPrefix":"hi\/","ajaxPageState":{"theme":"csir","theme_token":"giUsEdBjgoojHuImn-ZXtebZf_w_FiIBcsKj5T8sOqc"},"encrypt_submissions":{"baseUrl":"https:\/\/serc.res.in"}},"merge":true},{"command":"insert","method":"replaceWith","selector":"#node-1928","data":"\u003Cdiv id=\u0022node-1928\u0022 class=\u0022node node-expertise-research-developement clearfix\u0022 about=\u0022\/hi\/synthesis-alternative-binder-and-aggregatefillerfibre-waste-materials\u0022 typeof=\u0022sioc:Item foaf:Document\u0022\u003E\n\n        \u003Ch2\u003E\n      \u003Ca href=\u0022\/hi\/synthesis-alternative-binder-and-aggregatefillerfibre-waste-materials\u0022\u003ESynthesis of Alternative Binder and Aggregate\/Filler\/Fibre from Waste Materials \u003C\/a\u003E\n    \u003C\/h2\u003E\n    \u003Cspan property=\u0022dc:title\u0022 content=\u0022Synthesis of Alternative Binder and Aggregate\/Filler\/Fibre from Waste Materials \u0022 class=\u0022rdf-meta element-hidden\u0022\u003E\u003C\/span\u003E\u003Cspan property=\u0022sioc:num_replies\u0022 content=\u00220\u0022 datatype=\u0022xsd:integer\u0022 class=\u0022rdf-meta element-hidden\u0022\u003E\u003C\/span\u003E\n  \n  \u003Cdiv class=\u0022content clearfix\u0022\u003E\n    \u003Cdiv class=\u0022field field-name-body field-type-text-with-summary field-label-hidden\u0022\u003E\u003Cdiv class=\u0022field-items\u0022\u003E\u003Cdiv class=\u0022field-item even\u0022 property=\u0022content:encoded\u0022\u003E\u003Ch3 class=\u0022title_3\u0022\u003ESynthesis of Alternative Binder and Aggregate\/Filler\/Fibre from Waste Materials\u003C\/h3\u003E\n\u003Ch3 class=\u0022title_3\u0022\u003EDevelopment\/synthesis of alternative binder and aggregate\/filler\/fibre for concrete\u003C\/h3\u003E\n\u003Cp\u003E\u003Cstrong\u003EMaterials -Alternate binder\u003C\/strong\u003E\u003C\/p\u003E\n\u003Cul class=\u0022ul-list ul_li_icons cong_icon\u0022\u003E\n\u003Cli\u003EFly ash (FA)\u003C\/li\u003E\n\u003Cli\u003EGround granulated blast furnace slag (GGBS)\u003C\/li\u003E\n\u003Cli\u003ESilica fume (SF),\u003C\/li\u003E\n\u003Cli\u003EMicronised biomass silica (MBS)\u003C\/li\u003E\n\u003C\/ul\u003E\n\u003Cp\u003E\u003Cstrong\u003EMaterials -Alternate aggregate\u003C\/strong\u003E\u003C\/p\u003E\n\u003Cul class=\u0022ul-list ul_li_icons cong_icon\u0022\u003E\n\u003Cli\u003ECopper slag\u003C\/li\u003E\n\u003Cli\u003EManufactured sand\u003C\/li\u003E\n\u003Cli\u003ERecycled aggregate\u003C\/li\u003E\n\u003C\/ul\u003E\n\u003Ch3 class=\u0022title_3\u0022\u003EStudies on Ultra High Performance Geopolymer Concrete\u003C\/h3\u003E\n\u003Cp\u003ETo develop an ultra high performance geopolymer concrete (UHPGPC) the following principles were adopted:\u003C\/p\u003E\n\u003Cul class=\u0022ul-list ul_li_icons cong_icon\u0022\u003E\n\u003Cli\u003EElimination of ordinary Portland cement by geopolymer binder (activation of GGBS and SF by hydroxides and silicates).\u003C\/li\u003E\n\u003Cli\u003EEnhancing the homogeneity of the matrix by limiting the maximum size of the aggregates up to 2.36 mm.\u003C\/li\u003E\n\u003Cli\u003EImproving the compacted density by optimising the granular mix (particle packing).\u003C\/li\u003E\n\u003Cli\u003EIncrease the mechanical property of the matrix by incorporating appropriate amount of steel fibres.\u003C\/li\u003E\n\u003Cli\u003ECuring at ambient temperature conditions.\u003C\/li\u003E\n\u003C\/ul\u003E\n\u003Ch3 class=\u0022title_3\u0022\u003EMaterials Used\u003C\/h3\u003E\n\u003Cul class=\u0022ul-list ul_li_icons cong_icon\u0022\u003E\n\u003Cli\u003EFly ash\u003C\/li\u003E\n\u003Cli\u003EGGBS\u003C\/li\u003E\n\u003Cli\u003ESilica fume\u003C\/li\u003E\n\u003Cli\u003EStandard sand\u003C\/li\u003E\n\u003Cli\u003EGrade I (G1)\u003C\/li\u003E\n\u003Cli\u003EGrade III (G3)\u003C\/li\u003E\n\u003Cli\u003EQuartz sand (Qs)\u003C\/li\u003E\n\u003Cli\u003ESteel fibres (6 mm and 13 mm)\u003C\/li\u003E\n\u003C\/ul\u003E\n\u003Cp\u003EAlkaline activator solution: Commercial grade sodium hydroxide\/potassium hydroxide flakes and sodium silicate\/potassium silicate solution was used as activators.\u003C\/p\u003E\n\u003Cdiv class=\u0022row_section tog_img_row clearfix\u0022\u003E\n\u003Cdiv class=\u0022tog_img_col\u0022\u003E\n\u003Cdiv class=\u0022line_hover\u0022\u003E\u003Ca data-fancybox=\u0022res_demo\u0022 href=\u0022\/sites\/default\/files\/amlrnd5a.jpg\u0022\u003E\u003Cimg alt=\u0022Synthesis of Alternative Binder and Aggregate\/Filler\/Fibre from Waste Materials\u0022 src=\u0022\/sites\/default\/files\/amlrnd5a.jpg\u0022 title=\u0022Synthesis of Alternative Binder and Aggregate\/Filler\/Fibre from Waste Materials \u0022 \/\u003E\u003C\/a\u003E\u003C\/div\u003E\n\u003C\/div\u003E\n\u003Cdiv class=\u0022tog_img_col\u0022\u003E\n\u003Cdiv class=\u0022line_hover\u0022\u003E\u003Ca data-fancybox=\u0022res_demo\u0022 href=\u0022\/sites\/default\/files\/amlrnd5c.jpg\u0022\u003E\u003Cimg alt=\u0022Synthesis of Alternative Binder and Aggregate\/Filler\/Fibre from Waste Materials\u0022 src=\u0022\/sites\/default\/files\/amlrnd5c.jpg\u0022 title=\u0022Synthesis of Alternative Binder and Aggregate\/Filler\/Fibre from Waste Materials \u0022 \/\u003E\u003C\/a\u003E\u003C\/div\u003E\n\u003C\/div\u003E\n\u003Cdiv class=\u0022tog_img_col\u0022\u003E\n\u003Cdiv class=\u0022line_hover\u0022\u003E\u003Ca data-fancybox=\u0022res_demo\u0022 href=\u0022\/sites\/default\/files\/amlrnd5b.jpg\u0022\u003E\u003Cimg alt=\u0022Synthesis of Alternative Binder and Aggregate\/Filler\/Fibre from Waste Materials\u0022 src=\u0022\/sites\/default\/files\/amlrnd5b.jpg\u0022 title=\u0022Synthesis of Alternative Binder and Aggregate\/Filler\/Fibre from Waste Materials \u0022 \/\u003E\u003C\/a\u003E\u003C\/div\u003E\n\u003C\/div\u003E\n\u003C\/div\u003E\n\u003Cp\u003EUHPGPC mix with flowable consistency Failure of Cube Specimen with 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