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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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    GIS Platform for Multicriteria Evaluation of Route Alignments 

    Source: Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Salah Sadek; Mounia Bedran; Isam Kaysi
    Publisher: American Society of Civil Engineers
    Abstract: The selection of an appropriate alignment for a proposed highway is determined largely by relating topographic, urban, and environmental features to geometric design controls. Typically, aerial photographs and topographic, ...
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    Mechanics of the Interface Interaction between Hemp Fibers and Compacted Clay 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 004
    Author(s): Ashtarout Ammar; Shadi Najjar; Salah Sadek
    Publisher: American Society of Civil Engineers
    Abstract: A drive is currently underway in the construction industry to promote the use of in situ soils (including clays) that are reinforced with natural fibers. This effort is primarily driven by sustainability considerations and ...
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    Large-Scale Instrumented Triaxial Setup for Investigating the Response of Soft Clay Reinforced with Sand Column Groups 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 010:;page 04021180-1
    Author(s): Abdurrahman Almikati; Shadi Najjar; Salah Sadek
    Publisher: ASCE
    Abstract: Granular columns are widely used as a soil improvement solution adopted in the case of soft clays in an effort to increase their bearing capacity and stiffness. Granular columns, whether sand drains or gravel columns, are ...
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    Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 04022086
    Author(s): Roba Houhou; Rayan Bou Mjahed; Salah Sadek; Shadi Najjar
    Publisher: ASCE
    Abstract: Establishing a reliable value for the axial pipe–soil interface resistance is critical for the design of offshore pipelines. Over the last few years, several independent research groups have modified existing methodologies ...
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    Reliability-Based Structural Design of Retaining Walls Supporting Spatially Variable Soils 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 003:;page 04022026
    Author(s): Batoul Tarhini; Ahmad Kahiel; Shadi Najjar; Salah Sadek
    Publisher: ASCE
    Abstract: The performance of retaining walls is affected by spatial variability in the properties of the retained backfill. In practice, the conventional approach for designing retaining walls is deterministic and is based on ensuring ...
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    Drained Triaxial Response of Natural Clay Reinforced with Natural Hemp Fibers 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007:;page 04024123-1
    Author(s): Mohamad El Ahmad; Shadi Najjar; Salah Sadek
    Publisher: American Society of Civil Engineers
    Abstract: Reinforcement of soils with fibers generally increases the mechanical properties of the fiber-reinforced soil (FRS) system. However, published literature is limited to investigating the undrained response of clay and ...
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    Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings 

    Source: Natural Hazards Review:;2022:;Volume ( 023 ):;issue: 002:;page 04022008
    Author(s): Salah Sadek; Mayssa Dabaghi; Timothy M. O’Donnell; Paolo Zimmaro; Youssef M. A. Hashash; Jonathan P. Stewart
    Publisher: ASCE
    Abstract: At 18:08 on August 4, 2020, a large explosion occurred at Hangar 12 in the Port of Beirut. The size of the explosion was equivalent to that of an earthquake with a local magnitude (ML) of 3.3 according to the USGS. As one ...
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