<?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>8</Volume>
            <Issue>5</Issue>
            <PubDate PubStatus="epublish">
             <Year>2018</Year>
             <Month>September</Month>
            </PubDate>
        </Journal>
        <ArticleTitle>The Analysis of Reinforced Soil under Strip Foundation
by Measurement of the Displacement Vectors by the
Means of Image Processing</ArticleTitle>
        <FirstPage>59</FirstPage>
        <LastPage>65</LastPage>
        <ELocationID EIdType="url">ojceu.com/main/attachments/article/66/J.%20Civil%20Eng.%20Urban.%208%20(5)%2059-65,%202018.pdf</ELocationID>
        <Language>EN</Language>
        <AuthorList>
			<Author>
                <FirstName>Forough</FirstName>
                <MiddleName> </MiddleName>
                <LastName>Ashkan</LastName>
                <Affiliation>Department of Civil Engineering, Faculty Member of Engineering, University of Maragheh, Iran</Affiliation>
			</Author>
			        </AuthorList>
            
        <Abstract>Reinforcing soil for solving the geotechnical problems is a very useful and economical technique. Soil as a grainy
environment has a very good resistance under pressure and when it is cut, but is not that much resistant when being
pulled. Being reinforced due to increase of the friction, it will be more resistant when being cut. I this survey we
leveled our focus on the analysis of modeling loose sand and using image process for measuring the displacement
Vectors and also, investigating the effect of different factors such as reinforced type and layer on the soil failure
mechanics and we compared consequences with unreinforced status of the soil. The results convey this very
message that the surfaces of the soil which were failed and also the depth of mentioned surfaces in reinforced model
compared to unreinforced one increase and cover more loading capacity.</Abstract>
        <KeywordsList>
                <Keyword> Reinforced soil</Keyword>
                <Keyword>displacement vectors</Keyword>
		<Keyword>soil mechanics</Keyword>
		<Keyword>image processing</Keyword>
	</KeywordsList>
 </Article>
</ArticleSet>
