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    Experimental Study of Eccentrically Loaded Raft with Connected and Unconnected Short Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): Mostafa El Sawwaf
    Publisher: American Society of Civil Engineers
    Abstract: Piled raft foundations are often used when the supporting soil has adequate bearing capacity but the raft settlements exceed allowable values. In traditional practice, long piles with high load capacity are usually used ...
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    Lateral Behavior of Vertical Pile Group Embedded in Stabilized Earth Slope 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Mostafa El Sawwaf
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study of the lateral behavior of vertical pile groups embedded in reinforced and nonreinforced sandy earth slopes was carried out. The model tests include studies of group configurations, pile spacing, ...
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    Experimental and Numerical Study of Eccentrically Loaded Strip Footings Resting on Reinforced Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): Mostafa El Sawwaf
    Publisher: American Society of Civil Engineers
    Abstract: An experimental and numerical study of the behavior of an eccentrically loaded strip footing resting on geosynthetic-reinforced sand is presented. Particular attention was given to simulate footings constructed on unsymmetrical ...
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    Lateral Resistance of Single Pile Located Near Geosynthetic Reinforced Slope 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Mostafa El Sawwaf
    Publisher: American Society of Civil Engineers
    Abstract: An extensive program of laboratory tests was carried out to study the effect of reinforcing an earth slope on the lateral behavior of a single vertical pile located near the slope. Layers of geogrid were used to reinforce ...
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