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    Shear Strength of Fiber-Reinforced Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Salah Sadek; Shadi S. Najjar; Fadi Freiha
    Publisher: American Society of Civil Engineers
    Abstract: Soil reinforcement using discrete randomly distributed fibers has been widely investigated over the last 30 years. Several models were suggested to estimate the improvement brought by fibers to the shear strength of soils. ...
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    Effect of Sand Columns on the Undrained Load Response of Soft Clays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Shadi S. Najjar; Salah Sadek; Tarek Maakaroun
    Publisher: American Society of Civil Engineers
    Abstract: When sand columns are used as vertical drains in soil improvement schemes, the possible reinforcing role that these columns can play in regards to improving the bearing capacity is usually neglected in design. The objective ...
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    Quantification of Model Uncertainty in Shear Strength Predictions for Fiber-Reinforced Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 001
    Author(s): Shadi S.; Najjar; Salah; Sadek; Alexander; Alcovero
    Publisher: American Society of Civil Engineers
    Abstract: Several models have been suggested to estimate the improvement brought by fibers to the shear strength of fiber-reinforced sands. To date, the effectiveness and reliability of these models have not been the subject of a ...
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    Importance of Lower-Bound Capacities in the Design of Deep Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Shadi S. Najjar; Robert B. Gilbert
    Publisher: American Society of Civil Engineers
    Abstract: There is generally a physical limit to the smallest possible capacity for a deep foundation. However, a lower bound on the capacity has rarely been accounted for in performing reliability analyses and developing reliability-based ...
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    Finite Element Study to Evaluate the Biomechanical Performance of the Spine After Augmenting Percutaneous Pedicle Screw Fixation With Kyphoplasty in the Treatment of Burst Fractures 

    Source: Journal of Biomechanical Engineering:;2018:;volume( 140 ):;issue: 006:;page 61005
    Author(s): Elmasry, Shady S.; Asfour, Shihab S.; Travascio, Francesco
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Percutaneous pedicle screw fixation (PPSF) is a well-known minimally invasive surgery (MIS) employed in the treatment of thoracolumbar burst fractures (TBF). However, hardware failure and loss of angular correction are ...
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    Evaluation of Engineering Characteristics of Stabilized Rammed-Earth Material Sourced from Natural Fines-Rich Soil 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 011
    Author(s): Hallal Mohamad M.;Sadek Salah;Najjar Shadi S.
    Publisher: American Society of Civil Engineers
    Abstract: Rammed earth construction is an ancient technique using local soils that are compacted to form structural elements. This method has attracted renewed interest throughout the world due to its social, economic, and environmental ...
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    Design and Hardware in-the-Loop Validation of an Effective Super-Twisting Controller for Stick-Slip Suppression in Drill-String Systems 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2021:;volume( 143 ):;issue: 011:;page 0111008-1
    Author(s): Krama, Abdelbasset; Gharib, Mohamed; Refaat, Shady S.; Palazzolo, Alan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a novel controller for drill string systems based on a super-twisting sliding mode theory. The aim is to eliminate the stick-slip vibration and maintain a constant drill string velocity at the desired ...
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