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    Effects of Lime-Clay Modification on the Consolidation Behavior of the Dredged Mud 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): M. Salehi; N. Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: A series of laboratory tests was performed to evaluate the effect of clay fabric, altered due to the addition of hydrated lime into slurry, on the primary and secondary consolidation behavior of dredged mud samples. In ...
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    Shear-Enhanced Gradient Inelastic Force-Based Frame Element Formulation for Analysis of Shear-Critical Reinforced Concrete Members 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 011:;page 04024157-1
    Author(s): M. Aghajani Delavar; M. Salehi; P. Sideris
    Publisher: American Society of Civil Engineers
    Abstract: A large number of structures in the United States and worldwide include nonductile reinforced concrete (RC) frames with columns and beams that are prone to shear failure. Due to the brittle nature of shear failures, accurate ...
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