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    Centrifuge Modeling of Geosynthetic Reinforced Clay Liners of Landfills 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): B. V. S. Viswanadham; H. L. Jessberger
    Publisher: American Society of Civil Engineers
    Abstract: Imperviousness of clay liners is essential in landfills in order to safeguard the environment from contamination. To accomplish this task, the behavior of clay liner of landfills with and without reinforcement inclusion ...
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    Discussion of “Geosynthetic Clay Liners Subjected to Differential Settlement” by Mark D. LaGatta, B. Tom Boardman, Bradford H. Cooley, and David E. Daniel 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): B. V. S. Viswanadham; H. L. Jessberger; G. V. Rao
    Publisher: American Society of Civil Engineers
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    Classification and Laboratory Testing of Artificially Frozen Ground 

    Source: Journal of Cold Regions Engineering:;1987:;Volume ( 001 ):;issue: 001
    Author(s): F. H. Sayles; T. H. W. Baker; F. Gallavres; H. L. Jessberger; S. Kinosita; A. V. Sadovskiy; D. Sego; S. S. Vyalov
    Publisher: American Society of Civil Engineers
    Abstract: The proposed guidelines for classifying artificially frozen ground are based on the Unified Soil Classification System, with the addition of salinity evaluation. For testing frozen soils in the laboratory, it is recommended ...
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