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    Shearing Behavior of Joints in Load-Bearing Masonry Wall 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 002
    Author(s): Nagwa R. El-Sakhawy; Hussein Abdel Raof; Amira Gouhar
    Publisher: American Society of Civil Engineers
    Abstract: Wind, earth pressure, and earthquakes acting on a building generate bending effects and produce shear stresses in load bearing masonry walls. Stress and strain responses during shearing of masonry joints indicate unrecoverable ...
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    Numerical Investigation of Concrete Cracking Effect on Lateral Load Response of Piles in Rock Mass 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 008:;page 04024172-1
    Author(s): Nagwa R. El-Sakhawy; Hisham A. Mahdi; Haytham H. Elsokary; Marwa Nabil
    Publisher: American Society of Civil Engineers
    Abstract: Cracks develop in concrete piles under lateral static loading as the tensile stress exceeds the concrete strength, causing a decrease in the pile's flexural rigidity and influencing the load–deflection behavior. This paper ...
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    A Hyperbolic <i>p&#x2013;y</i> Criterion for Flexible Piles in Weathered Rock Mass 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 010:;page 04023179-1
    Author(s): Haytham H. Elsokary; Nagwa R. El-Sakhawy; Hisham A. Mahdi; Marwa Nabil
    Publisher: ASCE
    Abstract: Bored piles (drilled shafts) socketed in weathered rock mass are frequently used to transfer higher lateral loads from superstructures to competent underlying rock mass. A common method for analyzing the response of laterally ...
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