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    In-Plane Modes of Fracture and Effective Parameters of Self-Consolidating Concrete 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 008
    Author(s): M. Ghomian; M. Dehestani
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, Mode I and Mode II fracture energies of self-consolidating concrete (SCC) are examined. Two shapes of Mode II specimens are used, and the specimens are made from mixtures with three different water-to-cement ...
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    Effect of Specimen Size on the Compressive Behavior of Self-Consolidating Concrete Containing Polypropylene Fibers 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 011
    Author(s): A. Saeedian; M. Dehestani; S. Asadollahi; J. Vaseghi Amiri
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the effect of specimen size on compressive strength of self-consolidating concrete (SCC) containing polypropylene (PP) fibers is experimentally examined. Six concrete mixtures with two strength levels (low ...
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    Mechanical Properties of Sandy Soil Stabilized with Modified Sulfur 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 004
    Author(s): A. Mohammadi; M. Dehestani; I. Shooshpasha; S. Asadollahi
    Publisher: American Society of Civil Engineers
    Abstract: Alternative sulfur management solutions are of great interest to scientists and engineers due to the increase in the world’s sulfur product. Although use of by-product sulfur as a binder in concrete has been addressed in ...
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