Etude de formulation d'un béton pour chaussée rigide

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dc.contributor.authorMAHMOUDI, SOUFIAN
dc.contributor.authorMOUILAH, BACHIR
dc.date.accessioned2024-01-28T13:21:21Z
dc.date.available2024-01-28T13:21:21Z
dc.date.issued2021
dc.description.abstractThe objective of this dissertation is to study the formulation of roller compacted concrete (BCR) for use in road engineering using local materials. The formulation of our BCR was performed based on Talbot-Fuller-Thompson's method. To validate our formulation, various characterization tests in the fresh state and in the hardened state were carried out in the laboratory.en_US
dc.identifier.citationhttps://theses.univ-temouchent.edu.dz/opac_css/doc_num.php?explnum_id=3966en_US
dc.identifier.urihttp://dspace.univ-temouchent.edu.dz/handle/123456789/1657
dc.subjectRoller Compacted Concrete, Talbot- Fuller- Thompson, Road Engineering, Characterization.en_US
dc.titleEtude de formulation d'un béton pour chaussée rigideen_US

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