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    Consolidation Behavior of Soils Subjected to Asymmetric Initial Excess Pore Pressure Distributions with One-Way Drainage 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author(s): Julie Lovisa; Wayne Read; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: A consolidating clay layer can be singly or doubly drained. The degree of consolidation is a function of the initial excess pore pressure distribution and the drainage conditions. Traditional geotechnical engineering ...
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    Consolidation Behavior of Soils Subjected to Asymmetric Initial Excess Pore Pressure Distributions 

    Source: International Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 005
    Author(s): Julie Lovisa; Wayne Read; Nagaratnam Sivakugan
    Publisher: American Society of Civil Engineers
    Abstract: Although the consolidation settlements beneath foundations and embankments are rarely one dimensional, Terzaghi’s one-dimensional consolidation theory is often applied to these situations to approximate consolidation ...
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    Phase Spectrum of Surface Gravity Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): W. Wayne Read; Rodney J. Sobey
    Publisher: American Society of Civil Engineers
    Abstract: The common analysis technique for field records of wind waves is the variance spectrum. The phase spectrum, half of the information available from the record, is routinely ignored on the assumption that the Gaussian random ...
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    Analytical Method to Determine Vertical Stresses within a Granular Material Contained in Right Vertical Prisms 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 001
    Author(s): Ching Hung Ting; Nagaratnam Sivakugan; Wayne Read; Sanjay Kumar Shukla
    Publisher: American Society of Civil Engineers
    Abstract: In the design of large and tall storage containers/structures such as silos, hoppers, and mine stopes, it is often required to determine the stresses within the container, especially at the bottom where stresses are the ...
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