Open AccessJournal Article
Self-Compacting High-Performance Concrete
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In this article, a self-compact concrete is defined as follows at the three stages of concrete: (1) Fresh: selfcompactable; (2) Early age: avoidance of initial defects; (3) After hardening: protection against external factors.Abstract:
1. Characteristics Self-compacting high-performance concrete is a high performance concrete that can be compacted into every corner of a formwork, purely by means of its own weight and without the need for vibrating compaction (Fig. 1). This concrete is defined as follows at the three stages of concrete: (1) Fresh: selfcompactable; (2) Early age: avoidance of initial defects; (3) After hardening: protection against external factors.read more
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Durability Properties of Palm Oil Fuel Ash Self Compacting Concrete
TL;DR: In this paper, the authors present an experimental study on the durability properties of self-compacting concrete with partial placement of Palm Oil Fuel Ash (POFA), which is used as superplasticiser in the mix.
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Study on influence of Metakaolin and waste marble powder on self-compacting concrete - A state of the art review
Peerzada Danish,G. Mohan Ganesh +1 more
TL;DR: In this article, the use of pozzolanic material like Metakaolin (MK) as a mineral admixture and non-pozzolastic material like Waste Marble Powder (WMP) as filler material.
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A Review on Waste Minimization by Adopting in Self Compacting Concrete
TL;DR: In this paper, a review of the previous research work related to utilization of waste minimization in self-compact concrete (SCC) from 2009 to 2015 through available literature is presented.
Journal ArticleDOI
Effect of Quarry Waste on Self-Compacting Concrete Containing Binary Cementitious Blends of Fly Ash and Cement
TL;DR: In this paper, the effect of quarry waste on self-compacting concrete containing binary cementitious blends of fly ash and cement was investigated, where nine trial mixes were prepared, where the percentage replacement of river sand by quarry waste was 0, 10, 20, 30, 40, 50, 70, and 100% to study the flowability characteristics of SCC.