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    Evaluation of Rate of Deformation for Early-Age Concrete Shrinkage Analysis and Time Zero Determination 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author(s): Mohammed Seddik Meddah; Arezki Tagnit-Hamou
    Publisher: American Society of Civil Engineers
    Abstract: Early age cracking is usually the result of internal tensile stresses induced by self-desiccation shrinkage (SDS) rather than external loading. Hence, the prediction of early age cracking risk is strongly linked to autogenous ...
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    Structural Behavior of Concrete Incorporating Glass Powder Used in Reinforced Concrete Columns 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 003
    Author(s): Arame Niang; Nathalie Roy; Arezki Tagnit-Hamou
    Publisher: American Society of Civil Engineers
    Abstract: Binary and ternary binders are recommended for the production of concrete mixes used in infrastructure because these concretes are environmentally friendly. Moreover, concrete produced by using glass powder (GP) as a binder ...
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    Rapid Assessment of Concrete Resistance to Physical Sulfate Attack: Effects of the Binder, the Water-to-Binder Ratio, and the Entrained Air 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002:;page 04024507-1
    Author(s): Redha Esselami; Arezki Tagnit-Hamou; William Wilson
    Publisher: American Society of Civil Engineers
    Abstract: Concrete surfaces in the evaporation zone above sulfate-rich soils are subject to severe damage from scaling. Such a physical sulfate attack (PSA) on concrete is a consequence of a cyclic regime between hot-dry and cold-wet ...
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