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    Effect of GCL Properties on Shrinkage When Subjected to Wet-Dry Cycles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author(s): R. Kerry Rowe; L. E. Bostwick; W. A. Take
    Publisher: American Society of Civil Engineers
    Abstract: The potential shrinkage of eight different geosynthetic clay liners (GCLs) subjected to wetting and drying cycles is examined. It is shown that the initial (e.g, off-the-roll) moisture content may affect the initial shrinkage ...
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    Large-Scale Quantification of Wrinkles in a Smooth Black HDPE Geomembrane 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): M. J. Chappel; R. W. I. Brachman; W. A. Take; R. K. Rowe
    Publisher: American Society of Civil Engineers
    Abstract: Wrinkles are buckles or waves that develop from restrained thermal expansion when the geomembrane is left exposed to solar heating. Wrinkles can substantially reduce the effectiveness of the geomembrane as a hydraulic ...
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    Ground Displacements from a Pipe-Bursting Experiment in Well-Graded Sand and Gravel 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011
    Author(s): J. A. Cholewa; R. W. I. Brachman; I. D. Moore; W. A. Take
    Publisher: American Society of Civil Engineers
    Abstract: Pipe bursting is a construction technique that involves the replacement of an existing buried pipe with potentially much less surface disturbance than traditional cut and cover construction. However, excessive ground ...
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