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    Discussion of “<i>Sample Disturbance of Cemented Collapsible Soils</i>” by Sandra L. Houston and Mostafa El‐Ehwany (May, 1991, Vol. 117, No. 5) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): Ashraf Ghaly
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Passive Inclined Anchorages in Sand</i>” by James D. Geddes and E. J. Murray (May, 1991, Vol. 117, No. 5) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Ashraf Ghaly
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Estimation Earth Pressures due to Compaction</i>” by J. M. Duncan, G. W. Williams, A. L. Sehn, and R. B. Seed (December, 1991, Vol. 117, No. 12) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): Ashraf Ghaly
    Publisher: American Society of Civil Engineers
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    Hybrid Finite Elements 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 011
    Author(s): Amin Ghali; Jack Chieslar
    Publisher: American Society of Civil Engineers
    Abstract: The hybrid stress method of finite elements as advocated by Pian and others is reviewed. Whereas variational methods are the most frequently used vehicle for formulating hybrid finite elements, the present communication ...
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    Discussion: Plate Anchor Groups Pulled Vertically in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Ashraf M. Ghaly
    Publisher: American Society of Civil Engineers
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    Redesign of a Low Speed Turbine Stage Using a New Viscous Inverse Design Method 

    Source: Journal of Turbomachinery:;2011:;volume( 133 ):;issue: 001:;page 11009
    Author(s): Benedikt Roidl; Wahid Ghaly
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The midspan section of a low speed subsonic turbine stage that is built and tested at DFVLR, Cologne, is redesigned using a new inverse blade design method, where the blade walls move with ...
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    Bridge Progressive Collapse Vulnerability 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Amin Ghali; Gamil Tadros
    Publisher: American Society of Civil Engineers
    Abstract: For important structures, it is increasingly required that catastrophic failure of the entire structure be prevented. Failure of an element due to an accidental event must not result in progressive collapse of other elements ...
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    A Parametric Study of Radial Turbomachinery Blade Design in Three-Dimensional Subsonic Flow 

    Source: Journal of Turbomachinery:;1990:;volume( 112 ):;issue: 003:;page 338
    Author(s): W. S. Ghaly
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An aerodynamic design method is described and used to implement a parametric study of radial turbomachinery blade design in three-dimensional subsonic flow. Given the impeller hub and shroud, ...
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    Effects of K0 and Overconsolidation on Uplift Capacity 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Adel Hanna; Ashraf Ghaly
    Publisher: American Society of Civil Engineers
    Abstract: Experimental and theoretical studies on the effects of the coefficient of earth pressure at rest
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    Discussion of “Development of t-z Curves for Cemented Fine-Grained Soil Deposits” by Kenneth D. Walsh, Sandra L. Houston, and William N. Houston 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Ashraf M. Ghaly
    Publisher: American Society of Civil Engineers
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