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    Discussion of “Representation of Compacted Clay Minifabric Using Random Networks” by J. Chen and M. A. Gabr 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author(s): J. Chen; M. A. Gabr
    Publisher: American Society of Civil Engineers
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    Numerical Analysis of Geosynthetic-Reinforced and Pile-Supported Earth Platforms over Soft Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): J. Han; M. A. Gabr
    Publisher: American Society of Civil Engineers
    Abstract: Geotechnical engineers face several challenges when designing structures over soft soils. These include potential bearing failure, intolerable settlement, large lateral pressures and movement, and global or local instability. ...
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    Prefabricated Vertical Drains Flow Resistance under Vacuum Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author(s): J. D. Quaranta; M. A. Gabr
    Publisher: American Society of Civil Engineers
    Abstract: The results of experimental research are presented and discussed with focus on the internal well resistance of prefabricated vertical drains (PVD) under vacuum-induced water flow. Measured results included fluid flow rates ...
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    Discussion of “ p-y Criterion for Rock Mass” by Robert Liang, Ke Yang, and Jamal Nusairat 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Y. J. Park; M. A. Gabr; R. H. Borden
    Publisher: American Society of Civil Engineers
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    Plastic Flow of Sand and Pullout Capacity of Suction Caissons 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 008
    Author(s): M. A. Gabr; J. Xiao; M. S. Rahman
    Publisher: American Society of Civil Engineers
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    Buckling of Piles with General Power Distribution of Lateral Subgrade Reaction 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): M. A. Gabr; J. J. Wang; M. Zhao
    Publisher: American Society of Civil Engineers
    Abstract: A model for evaluating the critical buckling capacity of long slender friction piles is developed with lateral soil support included based on the concept of the subgrade reaction. A general power distribution of the ...
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    BTEX Extraction from Clay Soil Using Prefabricated Vertical Drains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): M. A. Gabr; Mike Sabodish; Alan Williamson; John J. Bowders
    Publisher: American Society of Civil Engineers
    Abstract: A pilot scale field test was conducted to demonstrate the feasibility of using prefabricated vertical drains (PVDs) for in-situ point extraction of benzene, toluene, ethylbenzene, and xylene (BTEX) under vacuum. Results ...
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    Field Study to Investigate WIDE Technology for TCE Extraction 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 009
    Author(s): K. A. Warren; M. A. Gabr; J. D. Quaranta
    Publisher: American Society of Civil Engineers
    Abstract: A full-scale field study was conducted using well injection depth extraction (WIDE) technology to remove trichloroethylene (TCE) from subsurface profiles with fine-grained soils. WIDE incorporates the use of geosynthetic ...
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    Shear Strength Parameters of Municipal Solid Waste with Leachate Recirculation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): M. A. Gabr; M. S. Hossain; M. A. Barlaz
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study was to characterize relative changes in waste shear strength parameters during waste decomposition. Twelve direct shear tests (
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    DCP Criteria for Performance Evaluation of Pavement Layers 

    Source: Journal of Performance of Constructed Facilities:;2000:;Volume ( 014 ):;issue: 004
    Author(s): M. A. Gabr; Kelly Hopkins; Jeffery Coonse; Tom Hearne
    Publisher: American Society of Civil Engineers
    Abstract: The potential use of the dynamic cone penetrometer (DCP) for evaluation of the pavement distress state is investigated. A model to predict the distress level of pavement layers using penetration rate (PR) values of the ...
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