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	<Journal> 

	<PublisherName>International Science Community Association</PublisherName>

	<JournalTitle>Research Journal of Recent Sciences</JournalTitle> 

	<Issn>2277 - 2502</Issn>

	<Volume>1</Volume>

	<Issue>4</Issue>

	<PubDate PubStatus="ppublish"> 

	<Year>2012</Year> 

	<Month>April</Month> 

	<Day>2</Day> 

	</PubDate>

	</Journal>



	<ArticleTitle>An Experimental Study on Separately Ground and together Grinding Portland Slag Cements Strength Properties</ArticleTitle> 


	<FirstPage>27</FirstPage>

	<LastPage> 40</LastPage>



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	<Language>EN</Language> 
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		<Author> 

		<FirstName>Pascal</FirstName>

		<MiddleName> </MiddleName>

		<LastName>C.</LastName>

		<Suffix>1</Suffix>

		<Affiliation>Laboratoire d’Etude et de Recherche en Chimie Appiquée (LERCA), Ecoe Poytechnique d'Abomey-Calavi (EPAC), Universit d'Abomey-Calavi (UAC), 01 BP 2009 Cotonou, REPUBLIC OF BENIN </Affiliation>

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		<FirstName>Agbangnan</FirstName>

		<MiddleName> </MiddleName>

		<LastName>D.</LastName>

		<Suffix>2</Suffix>

		<Affiliation> Institut Pluridisciplinaire de Recherche sur lEnvironnement et les Matriaux (IPREM), Universit de Pau et des Pays de lAdour (UPPA), UMR 5254 Technopole Hlioparc, 2 avenue du prsident dAngot 64053 PAU Cedex, FRANCE </Affiliation>

		</Author>
		<Author> 

		<FirstName>Christine</FirstName>

		<MiddleName> </MiddleName>

		<LastName>Tachon</LastName>

		<Suffix>3</Suffix>

		<Affiliation> Institut des Sciences Molculaires (ISM), Universit de Bordeaux 1, CNRS UMR 5255 Batiment A12, 351 cours de la libration, 33405TALENCE cedex, FRANCE</Affiliation>

		</Author>
		<Author> 

		<FirstName>Justine</FirstName>

		<MiddleName> </MiddleName>

		<LastName>Dangou</LastName>

		<Suffix>4</Suffix>

		<Affiliation></Affiliation>

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		<FirstName>Anna</FirstName>

		<MiddleName> </MiddleName>

		<LastName>Chrostowska</LastName>

		<Suffix>5</Suffix>

		<Affiliation></Affiliation>

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		<Author> 

		<FirstName>Fouquet</FirstName>

		<MiddleName> </MiddleName>

		<LastName>Eric</LastName>

		<Suffix>6</Suffix>

		<Affiliation></Affiliation>

		</Author>
		<Author> 

		<FirstName>DominiqueC.K.</FirstName>

		<MiddleName> </MiddleName>

		<LastName>Sohounhloue</LastName>

		<Suffix>7</Suffix>

		<Affiliation></Affiliation>

		</Author>
		<Author> 

		<FirstName>Srivastava</FirstName>

		<MiddleName> </MiddleName>

		<LastName>K.P.</LastName>

		<Suffix>1</Suffix>

		<Affiliation>Ganga Singh College, Jai Prakash University, Chapra-841 301, Bihar, INDIA</Affiliation>

		</Author>
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		<FirstName>Singh </FirstName>

		<MiddleName> </MiddleName>

		<LastName>VikashKumar</LastName>

		<Suffix>2</Suffix>

		<Affiliation></Affiliation>

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		<FirstName>Balamuralitharan</FirstName>

		<MiddleName> </MiddleName>

		<LastName>S.</LastName>

		<Suffix>1</Suffix>

		<Affiliation>Department of Mathematics, Sri Ramanujar Engineering College, Chennai-48, INDIA </Affiliation>

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		<FirstName>Rajasekaran</FirstName>

		<MiddleName> </MiddleName>

		<LastName>S.</LastName>

		<Suffix>2</Suffix>

		<Affiliation> Professor and COE, Department of Mathematics, BS Abdur Rahman University, Chennai-48, INDIA  </Affiliation>

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		<Author> 

		<FirstName>Nwajei</FirstName>

		<MiddleName> </MiddleName>

		<LastName>G.E.</LastName>

		<Suffix>1</Suffix>

		<Affiliation> Dept. of Chemistry, Delta State University Abraka, NIGERIA  </Affiliation>

		</Author>
		<Author> 

		<FirstName>Okwagi</FirstName>

		<MiddleName> </MiddleName>

		<LastName>P.</LastName>

		<Suffix>2</Suffix>

		<Affiliation> Dept. of Chemistry, College of Education Agbor, NIGERIA </Affiliation>

		</Author>
		<Author> 

		<FirstName>Nwajei</FirstName>

		<MiddleName> </MiddleName>

		<LastName>R.I.</LastName>

		<Suffix>3</Suffix>

		<Affiliation> Dept. of Botany, Delta State University, Abraka, NIGERIA  </Affiliation>

		</Author>
		<Author> 

		<FirstName>Obi-Iyeke</FirstName>

		<MiddleName> </MiddleName>

		<LastName>G.E.</LastName>

		<Suffix>4</Suffix>

		<Affiliation></Affiliation>

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		<Author> 

		<FirstName>Yousefi</FirstName>

		<MiddleName> </MiddleName>

		<LastName>Z</LastName>

		<Suffix>1</Suffix>

		<Affiliation>Department of Civil Engineering, Tabriz Branch, Islamic Azad University, Tabriz, IRAN </Affiliation>

		</Author>
		<Author> 

		<FirstName>VefaAkpinar</FirstName>

		<MiddleName> </MiddleName>

		<LastName>M.</LastName>

		<Suffix>2</Suffix>

		<Affiliation> Civil Engineering Department, Karadeniz Technical University, Trabzon, TURKEY  </Affiliation>

		</Author>

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	<CollectiveName></CollectiveName>>

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	<PublicationType>Research Paper</PublicationType>


	<History>  
	<PubDate PubStatus="received">
	<Year>2012</Year>
	<Month>2</Month>
	<Day>21</Day>
	</PubDate>
	<PubDate PubStatus="accepted">										
	<Year>2012</Year> 
	<Month>April</Month>									
	<Day>2</Day> 
	</PubDate>

	</History>
	<Abstract>  In this experimental study 7 and 28 day compressive, flexural strength and slag activity indices of Portland cement control and Portland slag cement were determined experimentally. The results of this study showed that  the grinding time required for slag particles are higher than portland cement clinker particles for all the tested Blaine fineness values; therefore, the grind ability of the slag is observed to be lower than the grind ability of the clinker. The results indicated that the increasing the Blaine fineness values of the mortar mixes improved both the 7-day and 28-day slag activity indices. This means that in order to increase the quality of the slag, the granulated blast furnace slag particles should be ground to much finer. Together grinding Portland slag cements show higher strength values than the separately ground ones for the Blaine fineness values of 3000 cm2/g and 3500 cm2/g at 2 and 7 days. However, for Blaine fineness values of 4000 cm2/g and 4500 cm2/g, the separately ground Portland slag cements have higher strength values than the Together grinding ones at 2 and 7 days. For 28 days, the flexural strength of the Together grinding Portland slag cements show more or less the same values with the separately ground ones for all of the Blaine fineness values. Finally, the flexural strength of the separately ground Portland slag cements show higher values than the Together grinding ones again for all of the Blaine fineness values at 90 days.   </Abstract>

	<CopyrightInformation>Copyright@ International Science Community Association</CopyrightInformation>

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