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    Behavior of Step Tapered Bored Piles in Sand under Static Lateral Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of step tapered bored piles in sand, under static lateral loading, was examined by field tests at one site in Kuwait. A total of 14 bored piles including two instrumented piles were installed for lateral ...
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    Discussion of “<i>Uplift Load‐Displacement Behavior of Spread Foundations</i>” by Charles H. Trautmann and Fred H. Kulhawy (February, 1988, Vol. 114, No. 2) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Lateral Load Behavior of Pile Group in Sand</i>” by Dan A. Brown, Clark Morrison, and Lymon C. Reese (November, 1988, Vol. 114, No. 11) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 008
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
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    Behavior of Laterally Loaded Bored Piles in Cemented Sands 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
    Abstract: The lateral load‐deflection response of bored piles in cemented sands was examined by field tests on single piles, and on small groups consisting of two piles. All 12 piles were 0.3 m in diameter and had a length of 3 m ...
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    Skin Friction of Driven Piles in Calcareous Sands 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
    Abstract: The skin friction mobilized along the shaft of driven precast concrete piles in dense calcareous sands was determined by field tests on two piles at one site in Kuwait. The results are compared with data obtained from tests ...
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    Discussion of “<i>Prediction of Field Collapse of Soils Due to Wetting</i>” by Sandra L. Houston, William N. Houston, and Donald J. Spadola (January, 1988, Vol. 114, No. 1) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 012
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
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    Field Tests on Bored Piles Subject to Axial and Oblique Pull 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 011
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
    Abstract: The ultimate oblique pull of bored piles in sand was examined by a field testing program. Tests included axial uplift tests, lateral load tests, and oblique tests at an angle of 30° with the pile axis. The piles used were ...
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    Closure to “Loading Tests on Circular and Ring Plates in Very Dense Cemented Sands” by Nabil F. Ismael 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
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    Analysis of Load Tests on Piles Driven through Calcareous Desert Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
    Abstract: The ultimate bearing capacity of short, precast concrete piles driven into calcareous sands was examined by pile-load tests carried out at two sites in Kuwait. The piles had a 0.3 m × 0.3 m square cross section and extended ...
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    Closure to “Axial Load Tests on Bored Piles and Pile Groups in Cemented Sands” by Nabil F. Ismael 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Nabil F. Ismael
    Publisher: American Society of Civil Engineers
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