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contributor authorBhupati Kannur
contributor authorH. S. Chore
date accessioned2023-11-27T23:55:39Z
date available2023-11-27T23:55:39Z
date issued7/27/2023 12:00:00 AM
date issued2023-07-27
identifier otherJMCEE7.MTENG-16355.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293959
description abstractSemiflowable self-consolidating concrete (SF-SCC) is a new type of self-consolidating concrete with flowability, green strength, and shape-holding ability in the fresh state. SF-SCC is cost-effective, energy-efficient, and low-carbon-footprint concrete because vibrators can be eliminated. This paper discusses the fresh, strength (compressive, splitting tensile, and flexure), durability (chloride ion penetration, water absorption, and water penetration), and microstructural properties of SF-SCC mixes with sugarcane bagasse ash (SCBA) as the cement replacing material at 10%–50% by weight of cement. The results show that all the mixes complied with the requirements of fresh properties of SF-SCC. The strength and durability results were used to validate the suitability of such SF-SCC mixes for rigid pavement construction as per the specifications of the Indian Roads Congress (IRC). It can be concluded that the mixes with as much as 40% SCBA can be used in urban roads. All the mixes with as much as 50% SCBA can be used in the construction of road pavements in the interior part of rural areas, i.e., village roads. The study also involved Vise Kriterijumska Optimizacija I Kompromisno Resenje (VIKOR) analysis for ranking of the mixes.
publisherASCE
titleAssessing Semiflowable Self-Consolidating Concrete with Sugarcane Bagasse Ash for Application in Rigid Pavement
typeJournal Article
journal volume35
journal issue10
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-16355
journal fristpage04023358-1
journal lastpage04023358-11
page11
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010
contenttypeFulltext


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