Recycling dam sediments for the elaboration of stabilized blocks

dc.contributor.authorGueffaf, N.
dc.contributor.authorRabehi, B.
dc.contributor.authorBoumchedda, K.
dc.date.accessioned2020-12-28T12:51:26Z
dc.date.available2020-12-28T12:51:26Z
dc.date.issued2020
dc.description.abstractThrough this work we propose one of the solutions that allow us to recycle dam sediments as a potential raw material for the development of stabilized soil blocks. For the stabilization of the prepared samples, different percentages of cement and lime were chosen respectively (0, 6, 8, 10 and 15%), (0, 5, 8 and 10%). Different compaction pressures 2, 5 and 7MPa are used. The tests carried out showed very interesting results on the mechanical strength for specimens stabilized with cement up to 8.32MPa for 15% and 5.67MPa for 10% of lime at 7MPa compaction. The obtained water absorption coefficient is about 2.6 for 15% cement and 4.04% for 10% lime; however a thermal conductivity of specimens with cement and lime is about 1.06 and 0.731W/m.k, respectivelyen_US
dc.identifier.issn16634144
dc.identifier.urihttps://www.scientific.net/JERA.50.131
dc.identifier.urihttps://dspace.univ-boumerdes.dz/handle/123456789/6048
dc.language.isoenen_US
dc.publisherScientific.neten_US
dc.relation.ispartofseriesInternational Journal of Engineering Research in Africa, 50;pp. 131-144
dc.subjectRecycling Dam Sedimentsen_US
dc.subjectStabilized Blocksen_US
dc.titleRecycling dam sediments for the elaboration of stabilized blocksen_US
dc.typeArticleen_US

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