[{"command":"settings","settings":{"basePath":"\/","pathPrefix":"ta\/","ajaxPageState":{"theme":"csir","theme_token":"mfuGORqLTwI-uC9TrweLmudvbr4omoi3fdBIu0xT1_E"},"encrypt_submissions":{"baseUrl":"https:\/\/serc.res.in"}},"merge":true},{"command":"insert","method":"replaceWith","selector":"#node-2906","data":"\u003Cdiv id=\u0022node-2906\u0022 class=\u0022node node-research-external-projects clearfix\u0022 about=\u0022\/ta\/development-heavy-density-grout-and-without-micro-steel-fibres-end-shield-grouting-and-evaluation\u0022 typeof=\u0022sioc:Item foaf:Document\u0022\u003E\n\n        \u003Ch2\u003E\n      \u003Ca href=\u0022\/ta\/development-heavy-density-grout-and-without-micro-steel-fibres-end-shield-grouting-and-evaluation\u0022\u003EDevelopment of heavy density grout with and without micro steel fibres for end shield grouting and evaluation of capacity of anchor bolt under shear at KAPP 3 \u003C\/a\u003E\n    \u003C\/h2\u003E\n    \u003Cspan property=\u0022dc:title\u0022 content=\u0022Development of heavy density grout with and without micro steel fibres for end shield grouting and evaluation of capacity of anchor bolt under shear at KAPP 3 \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-above\u0022\u003E\u003Cdiv class=\u0022field-label\u0022\u003EAbout:\u0026nbsp;\u003C\/div\u003E\u003Cdiv class=\u0022field-items\u0022\u003E\u003Cdiv class=\u0022field-item even\u0022 property=\u0022content:encoded\u0022\u003E\u003Cp style=\u0022text-align:justify;\u0022\u003EEvaluation of strength capacity of anchor bolt under shear (three types of bolts, namely straight bolt, J-bolt, L-bolt). Three specimens for each series will be tested and average results will be reported using 2500 kN servo controlled UTM.\u003C\/p\u003E\n\u003Ch3 class=\u0022title_4\u0022\u003EClient :\u00a0\u003C\/h3\u003E\n\u003Cp\u003ENPCIL, Kakrapar Atomic Power Project\u003C\/p\u003E\n\u003Ch3 class=\u0022title_4\u0022\u003EScope of the project:\u003C\/h3\u003E\n\u003Cul class=\u0022ul-list ul_li_icons cong_icon\u0022 style=\u0022text-align:justify;\u0022\u003E\n\u003Cli\u003EDevelopment of heavy density grout for end shield grouting by using heavy density sand with and without micro steel fibres (minimum compressive strength of 35MPa, minimum split tensile strength of 3.5MPa, and minimum density of 2900 kg\/m3)\u003C\/li\u003E\n\u003Cli\u003EEvaluation of following properties of heavy density grout with and without steel microfibers (three types of fibres and two volume fraction of fibres were used)\u003Cbr \/\u003E\n\u003Cul class=\u0022ul-list ul_li_icons cong_icon\u0022\u003E\n\u003Cli style=\u0022padding-left: 30px;\u0022\u003E\u00a0Compressive strength at 3,7,28 days (as per ASTM C469-12)\u003C\/li\u003E\n\u003Cli style=\u0022padding-left: 30px;\u0022\u003E\u00a0Split tensile strength at 3,7,28 days (as per ASTM C496-12)\u003C\/li\u003E\n\u003Cli style=\u0022padding-left: 30px;\u0022\u003E\u00a0Flow characteristic flow funnel test(as per ASTM C939-12)\u003C\/li\u003E\n\u003C\/ul\u003E\n\u003C\/li\u003E\n\u003C\/ul\u003E\n\u003Cp\u003EFlexural tensile strength at 28 days (as per ASTM C348-08)\u003C\/p\u003E\n\u003Cp\u003EFresh concrete density and hardened concrete density (as per ASTM C138-12 and ASTM C642-12)\u003C\/p\u003E\n\u003C\/div\u003E\u003C\/div\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field field-name-field-project-images field-type-image field-label-above\u0022\u003E\u003Cdiv class=\u0022field-label\u0022\u003EProject Images:\u0026nbsp;\u003C\/div\u003E\u003Cdiv class=\u0022field-items\u0022\u003E\u003Cdiv class=\u0022field-item even\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/kapp1.jpg\u0022 width=\u0022276\u0022 height=\u0022206\u0022 alt=\u0022Pan mixer used for mixing of fibrous heavy density grout\u0022 title=\u0022Pan mixer used for mixing of fibrous heavy density grout\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item odd\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/kapp2.jpg\u0022 width=\u0022305\u0022 height=\u0022223\u0022 alt=\u0022Mock-up grouting at KAPP site using grout pump for determining the flowability and fillability test for the grout developed.\u0022 title=\u0022Mock-up grouting at KAPP site using grout pump for determining the flowability and fillability test for the grout developed.\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item even\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/kapp3.jpg\u0022 width=\u0022303\u0022 height=\u0022221\u0022 alt=\u0022Mock-up grouting at KAPP site using grout pump for determining the flowability and fillability test for the grout developed.\u0022 title=\u0022Mock-up grouting at KAPP site using grout pump for determining the flowability and fillability test for the grout developed.\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item odd\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/kapp4.jpg\u0022 width=\u0022287\u0022 height=\u0022228\u0022 alt=\u0022Mock-up grouting at KAPP site using grout pump for determining the flowability and fillability test for the grout developed.\u0022 title=\u0022Mock-up grouting at KAPP site using grout pump for determining the flowability and fillability test for the grout developed.\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item even\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/kapp5.jpg\u0022 width=\u0022354\u0022 height=\u0022495\u0022 alt=\u0022Testing of shear capacity of end shield anchor bolts\u0022 title=\u0022Testing of shear capacity of end shield anchor bolts\u0022 \/\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field-item odd\u0022\u003E\u003Cimg typeof=\u0022foaf:Image\u0022 src=\u0022https:\/\/serc.res.in\/sites\/default\/files\/kapp6.jpg\u0022 width=\u0022459\u0022 height=\u0022714\u0022 alt=\u0022Failure pattern of tested end shield shear anchor bolts (J-type)\u0022 title=\u0022Failure pattern of tested end shield shear anchor bolts (J-type)\u0022 \/\u003E\u003C\/div\u003E\u003C\/div\u003E\u003C\/div\u003E\u003Cdiv class=\u0022field field-name-field-project-enterprise-categor field-type-taxonomy-term-reference field-label-above clearfix\u0022\u003E\u003Ch3 class=\u0022field-label\u0022\u003EProject Enterprise Category: \u003C\/h3\u003E\u003Cul class=\u0022links\u0022\u003E\u003Cli class=\u0022taxonomy-term-reference-0\u0022\u003E\u003Ca href=\u0022\/ta\/research-expertise\/sustainable-materials-and-composites\u0022 typeof=\u0022skos:Concept\u0022 property=\u0022rdfs:label skos:prefLabel\u0022 datatype=\u0022\u0022\u003ESustainable Materials and Composites\u003C\/a\u003E\u003C\/li\u003E\u003C\/ul\u003E\u003C\/div\u003E  \u003C\/div\u003E\n\n      \u003Cdiv class=\u0022link-wrapper\u0022\u003E\n      \u003Cul class=\u0022links inline\u0022\u003E\u003Cli class=\u0022node-readless first\u0022\u003E\u003Ca href=\u0022\/ta\/more\/node\/2906\/teaser\u0022 class=\u0022use-ajax\u0022\u003ERead less\u003C\/a\u003E\u003C\/li\u003E\n\u003Cli class=\u0022translation_en\u0022\u003E\u003Ca href=\u0022\/development-heavy-density-grout-and-without-micro-steel-fibres-end-shield-grouting-and-evaluation\u0022 title=\u0022Development of heavy density grout with and without micro steel fibres for end shield grouting and evaluation of capacity of anchor bolt under shear at KAPP 3 \u0022 class=\u0022translation-link\u0022 xml:lang=\u0022en\u0022\u003EEnglish\u003C\/a\u003E\u003C\/li\u003E\n\u003Cli class=\u0022translation_hi last\u0022\u003E\u003Ca href=\u0022\/hi\/development-heavy-density-grout-and-without-micro-steel-fibres-end-shield-grouting-and-evaluation\u0022 title=\u0022Development of heavy density grout with and without micro steel fibres for end shield grouting and evaluation of capacity of anchor bolt under shear at KAPP 3 \u0022 class=\u0022translation-link\u0022 xml:lang=\u0022hi\u0022\u003E\u0939\u093f\u0928\u094d\u0926\u0940\u003C\/a\u003E\u003C\/li\u003E\n\u003C\/ul\u003E    \u003C\/div\u003E\n  \n  \n\u003C\/div\u003E","settings":null},{"command":"invoke","selector":"#node-2906","method":"addClass","arguments":["more-load node-teaser"]},{"command":"readmore_ajax","speed":"350"}]