<?xml version="1.0" encoding="UTF-8"?>
<ArticleSet>
  <Article>
        <Journal>
            <PublisherName>Scienceline Publications</PublisherName>
            <JournalTitle>Journal of Civil Engineering and Urbanism</JournalTitle>
            <ISSN>2252-0430</ISSN>
            <Volume>6</Volume>
            <Issue>4</Issue>
            <PubDate PubStatus="epublish">
             <Year>2016</Year>
             <Month>July</Month>
            </PubDate>
        </Journal>
        <ArticleTitle>Particle Packing Density Approach for Design of Concrete Mixes
Using Marble Waste</ArticleTitle>
        <FirstPage>78</FirstPage>
        <LastPage>83</LastPage>
        <ELocationID EIdType="url">http://www.ojceu.ir/main/attachments/article/54/J.%20Civil%20Eng.%20Urban.,%206%20(5)%2078-83,%202016.pdf</ELocationID>
        <Language>EN</Language>
        <AuthorList>
<Author>
                <FirstName>Sudarshan</FirstName>
                <MiddleName>D.</MiddleName>
                <LastName>Kore</LastName>
                <Affiliation>Research Scholar, Department of Civil Engineering, Malaviya National Institute of Technology, Jaipur, Rajasthan-302017, India</Affiliation>
            </Author>
			<Author>
                <FirstName>Ashok</FirstName>
                <MiddleName>Kumar</MiddleName>
                <LastName>Vyas</LastName>
                <Affiliation>Professor, Department of Civil Engineering, Malaviya National Institute of Technology, Jaipur, Rajasthan-302017, India</Affiliation>
            </Author>
			
			        </AuthorList>
            
        <Abstract>The particle packing density approach was followed to design the concrete mix. In this study,
75% conventional coarse aggregate was replaced by aggregate produced from marble waste and fine
aggregate were replaced by up to 25% at a 5% increment by fine aggregate produced from marble waste.
The water-cement ratio was kept 0.45 for all the mixes. The test results revealed that, workability of
concrete mix increases as the percentage of marble waste as fine aggregate increased. The compressive
strength of concrete mix containing 20% replacement of fine aggregate by marble powder shows maximum
strength than that of control concrete, which is 9% more as compared to that of control concrete. The
optimum percentage of replacement of marble waste by fine aggregate was 20%. From the experimental
investigation it was observed that, conventional coarse aggregate can be replaced by 75% and fine
aggregate can be replaced by 20% aggregate produced from marble waste. The concrete mixes, prepared by
using aggregates produced from marble waste showed the economy in concrete production with 11%
savings in overall production cost of concrete. The utilization of marble waste as replacement for aggregate
in concrete mixes resulted in conservation of natural resources.</Abstract>
        <KeywordList>
                <Keyword>Packing density</Keyword>
                <Keyword>Marble Waste</Keyword>
		<Keyword>Cement-Concrete</Keyword>
		<Keyword>Economy</Keyword>
	</KeywordList>
 </Article>
</ArticleSet>
