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<title>Hydraulic and mechanical behaviour of cement-bentonite mixtures containing HYPER clay: impact of sulfate attack</title>
<link>https://biblio.ugent.be/publication/8033495</link>
<dc:contributor>Rinaldi, VA</dc:contributor>
<dc:contributor>Zeballos, ME</dc:contributor>
<dc:contributor>Claria, JJ</dc:contributor>
<dc:creator>Di Emidio, Gemmina</dc:creator>
<dc:creator>Verastegui Flores, Ramiro</dc:creator>
<dc:creator>Scipioni, Claudia</dc:creator>
<dc:creator>Fratalocchi, Evelina</dc:creator>
<dc:creator>Bezuijen, Adam</dc:creator>
<dc:date>2015</dc:date>
<dc:description>Cemented clays are regularly employed as cut-off walls to isolate polluted soils or in ground improvement technologies. The objective of this research was to evaluate the performance of a polymer-treated bentonite (HYPER clay) and its impact on hydraulic and mechanical properties of cement-bentonite (CB) mixtures in contact with sulfates. In this research, bender elements were installed in a hydraulic conductivity cell, to simultaneously monitor the small-strain shear modulus (G(0)) and the hydraulic conductivity (k) of cement-bentonite mixtures. Initially, during permeation with deionized water, an increase of G0 with time was observed, due to cement hydration (hardening). Conversely, after prolonged permeation with sulfates, a decrease of G0 and a gradual increase of k are expected due to degradation of the cemented material. Preliminary results show that k of mixtures containing untreated bentonite increases due to contact with sulfates; conversely, k of mixtures containing HYPER clay remains unaffected. The stiffness modulus G0 was not significantly affected after a sulfate contact period of about 100 days in none of the cement-bentonite mixtures. More extensive monitoring is required for evaluating long-term mechanical degradation. These observations suggest that the use of polymer-treated bentonites could improve the resistance of cement-bentonite mixtures to sulfate attack maintaining a low hydraulic conductivity.</dc:description>
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<dc:identifier>https://biblio.ugent.be/publication/8033495</dc:identifier>
<dc:identifier>http://hdl.handle.net/1854/LU-8033495</dc:identifier>
<dc:identifier>http://doi.org/10.3233/978-1-61499-601-9-1002</dc:identifier>
<dc:identifier>https://biblio.ugent.be/publication/8033495/file/8033522</dc:identifier>
<dc:identifier>https://biblio.ugent.be/publication/8033495/file/8033522</dc:identifier>
<dc:language>eng</dc:language>
<dc:publisher>IOS PRESS,</dc:publisher>
<dc:rights>info:eu-repo/semantics/restrictedAccess</dc:rights>
<dc:source>Advances in Soil Mechanics and Geotechnical Engineering</dc:source>
<dc:source>ISBN: 978-1-61499-600-2</dc:source>
<dc:source>ISBN: 978-1-61499-601-9</dc:source>
<dc:subject>Technology and Engineering</dc:subject>
<dc:subject>Clay</dc:subject>
<dc:subject>bender element</dc:subject>
<dc:subject>sulfate attack</dc:subject>
<dc:subject>stiffness</dc:subject>
<dc:subject>cement</dc:subject>
<dc:subject>hydraulic conductivity</dc:subject>
<dc:subject>BENDER ELEMENT TESTS</dc:subject>
<dc:title>Hydraulic and mechanical behaviour of cement-bentonite mixtures containing HYPER clay: impact of sulfate attack</dc:title>
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