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An Experimental Study on Shear Strength of Cemented Paste Backfill Materials

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dc.creator KÖMÜRLÜ, Eren
dc.creator CİHANGİR, Ferdi
dc.creator TURAN, Alp
dc.creator KESİMAL, Ayhan
dc.creator ERÇIKDI, Bayram
dc.date 2018-04-16T00:00:00Z
dc.date.accessioned 2019-07-09T12:00:49Z
dc.date.available 2019-07-09T12:00:49Z
dc.identifier http://dergipark.org.tr/sdufenbed/issue/37055/425666
dc.identifier 10.19113/sdufbed.08547
dc.identifier.uri http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/46934
dc.description Change in the mechanical parameters of cohesion and internal friction angle with variations in cement content and curing time of cemented paste backfill (CPB) materials was investigated carrying out a series of experimental study. In this scope, shear strength and uniaxial compressive strength (UCS) tests were performed to find out the failure properties of CPB samples. According to the results obtained from this study, a new factor is suggested to use in the Mohr-Coulomb failure criterion to better fit the envelope for CPB materials. As an important issue from this study, strength values of curing CPB specimens were found to dominantly increase because of the improvement in cohesion values instead of internal friction angle. With an increase in cement content, strength values were measured to increase because of the improvement in both internal friction angle and cohesion parameters. Additionally, start of decrease in strength values due to the sulphate attack was found be postponded as another advantage of the increase in cement content.
dc.format application/pdf
dc.publisher Süleyman Demirel University
dc.publisher Süleyman Demirel Üniversitesi
dc.relation http://dergipark.org.tr/download/article-file/475610
dc.source Volume: 22, Issue: 1 45-52 en-US
dc.source 1308-6529
dc.subject Shear strength,Mechanical parameters; Cemented paste backfill; Mine fill; Underground mines
dc.title An Experimental Study on Shear Strength of Cemented Paste Backfill Materials en-US
dc.type info:eu-repo/semantics/article


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