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    Settlement of Simply Supported Bridge 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
    Author(s): M. Sherif Aggour; M. Shafik Aggour
    Publisher: American Society of Civil Engineers
    Abstract: When a simply supported bridge is treated by the usual method of calculation, where its different plane surfaces are considered to act independently of each other, settlement of one of its bearings does not create any ...
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    Degradation of Sands due to Combined Sinusoidal Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author(s): M. Sherif Aggour; Jim X. Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic loading due to earthquakes is made up of very complicated combinations of different types of waves including compressive waves, shear waves, etc. If a soil specimen is subjected to a combined longitudinal and ...
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    Fatigue Life of Piles in Integral-Abutment Bridges: Case Study 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 010
    Author(s): Jafar; Razmi; Leila; Ladani; M. Sherif; Aggour
    Publisher: American Society of Civil Engineers
    Abstract: Piles in integral-abutment bridges (IABs) may experience plastic deformation and low cycle fatigue as a result of cyclic loading induced by daily and seasonal temperature variations. This paper presents guidelines that ...
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    Dynamic Properties of Cohesive Soils Treated with Lime 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): K. Fahoum; M. S. Aggour; F. Amini
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic properties of three compacted cohesive soils, kaolinite, sodium montmorillonite, and calcium montmorillonite, which were treated with up to 8% lime, were determined under a wide range of strains and confining ...
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    CPTu-Based Model Development and Accuracy Assessment for Shear Strength of Clay 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Behzad Amir-Faryar; Richard H. McCuen; M. Sherif Aggour
    Publisher: American Society of Civil Engineers
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    Cyclic Simple Shear Size Effects 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 007
    Author(s): M. I. Amer; W. D. Kovacs; M. S. Aggour
    Publisher: American Society of Civil Engineers
    Abstract: Cyclic simple shear testing is considered to be one of the most appropriate ways of reproducing in the laboratory the stresses that would be experienced by an element of soil in level ground subjected to earthquake loading. ...
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    Cyclic Simple Shear Size Effect Correction Factors 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 007
    Author(s): M. I. Amer; M. S. Aggour; W. D. Kovacs
    Publisher: American Society of Civil Engineers
    Abstract: A comprehensive experimental study has been completed to study the effect of specimen size on the cyclic properties of dry sand: namely, the shear modulus and damping in a large‐scale simple shear apparatus. The tests were ...
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    Cohesionless Soil Behavior Under Random Excitation Conditions 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): F. Amini; K. S. Tawfiq; M. S. Aggour
    Publisher: American Society of Civil Engineers
    Abstract: Little is known about the behavior of soil when subjected to random loading. A testing program was undertaken in which dry sand at different confining pressures was tested in a resonant column device using random torsional ...
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    Spacing for Accuracy in Ultrasonic Testing of Bridge Timber Piles 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 012
    Author(s): R. H. McCuen; M. S. Aggour; B. M. Ayyub
    Publisher: American Society of Civil Engineers
    Abstract: Nondestructive ultrasonic testing is a more accurate alternative for assessing the strength of timber piles than the conventional practice of visual inspection. However, because the ultrasonic method is relatively new, ...
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    Nondestructive Testing and Evaluation of Concrete Parking Garages 

    Source: Journal of Infrastructure Systems:;2008:;Volume ( 014 ):;issue: 004
    Author(s): Christina Stergiopoulou; M. Sherif Aggour; Richard H. McCuen
    Publisher: American Society of Civil Engineers
    Abstract: Public works departments need test procedures for assessing the current condition of concrete in public facilities such as parking garages. Nondestructive testing can provide ultrasonic pulse velocities that can be used ...
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