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Ravi K. Sharma

Researcher at Malaviya National Institute of Technology, Jaipur

Publications -  30
Citations -  1372

Ravi K. Sharma is an academic researcher from Malaviya National Institute of Technology, Jaipur. The author has contributed to research in topics: Natural rubber & Compressive strength. The author has an hindex of 13, co-authored 29 publications receiving 860 citations. Previous affiliations of Ravi K. Sharma include Indian Institutes of Technology & Indian Institute of Technology Delhi.

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Assessment of mechanical and durability properties of concrete containing waste rubber tire as fine aggregate

TL;DR: In this article, an attempt has been made to utilize waste rubber tire as partial replacement of fine aggregate in the form of rubber ash and rubber ash with rubber fibers (combined form) with three w/c ratios.
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Mechanical and durability properties of waste rubber fiber concrete with and without silica fume

TL;DR: In this paper, a systematic experimental investigation is carried out on concrete with rubber fibers (obtained by grinding waste rubber tyres) as partial replacement of fine aggregates, to evaluate the compressive strength, density, water permeability, static modulus of elasticity, dynamic modulus, and chloride diffusion.
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Impact resistance of concrete containing waste rubber fiber and silica fume

TL;DR: In this paper, the effect of replacement of fine aggregates by waste rubber fibers on the impact resistance of concrete has been assessed, and the impact tests on concrete have been conducted by three different techniques; drop weight test, flexural loading test and rebound test.
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Impact resistance and energy absorption capacity of concrete containing plastic waste

TL;DR: In this paper, the residual compressive strength of concrete containing PET waste was investigated for exposure to 300°C and 600°C elevated temperatures, and the analysis of test results indicated lower compressive strengths of concrete with waste plastic PET aggregate.
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Effect of elevated temperature and cooling regimes on mechanical and durability properties of concrete containing waste rubber fiber

TL;DR: In this paper, the effect of partial replacement of fine aggregate by waste rubber fiber on the properties of concrete subjected to elevated temperature has been evaluated in a systematic experimental investigation, and the results of experimental studies available for rubberized concrete provide a strong recommendation for the use of this waste where strength is not a major concern.