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    Simulating the Behavior of GRS Bridge Abutments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author(s): Sam M. B. Helwany; Jonathan T. H. Wu; Akadet Kitsabunnarat
    Publisher: American Society of Civil Engineers
    Abstract: Geosynthetic-reinforced soil (GRS) bridge-supporting abutments are similar in principle to GRS retaining walls, except that GRS abutments are typically subjected to a much higher area load, and that the loads are close to ...
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    Seismic Analysis of Segmental Retaining Walls. I: Model Verification 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Sam M. B. Helwany; M. Budhu; David McCallen
    Publisher: American Society of Civil Engineers
    Abstract: Block-faced geosynthetic reinforced soil retaining walls, referred to as “segmental” retaining walls, have been extensively used in recent years as permanent civil engineering structures. The disjointed concrete facing ...
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