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    Shear Strength of Clay in Centrifuge Models 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author(s): Michael C. R. Davies; Richard H. G. Parry
    Publisher: American Society of Civil Engineers
    Abstract: Since centrifuge time is expensive it is necessary to keep testing times to a minimum. Where clay forms an important part of the soil model, reasonable drainage periods can only be achieved by using a high permeability ...
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    Sensitivity Analysis of One-Dimensional Heat Transfer in Tissue With Temperature-Dependent Perfusion 

    Source: Journal of Biomechanical Engineering:;1997:;volume( 119 ):;issue: 001:;page 77
    Author(s): C. R. Davies; G. M. Saidel; H. Harasaki
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Design criteria for implantable, heat-generating devices such as the total artificial heart require the determination of safe thresholds for chronic heating. This involves in-vivo experiments in ...
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    Fault Rupture Propagation through Sand: Finite-Element Analysis and Validation through Centrifuge Experiments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): I. Anastasopoulos; G. Gazetas; M. F. Bransby; M. C. R. Davies; A. El Nahas
    Publisher: American Society of Civil Engineers
    Abstract: The three notorious earthquakes of 1999 in Turkey (Kocaeli and Düzce) and Taiwan (Chi-Chi), having offered numerous examples of surface fault rupturing underneath civil engineering structures, prompted increased interest ...
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    Discussion of “<i>Centrifuge Evaluation of Numerical Model for Clay</i>” by Robert Y. K. Liang and James K. Mitchell (March, 1988, Vol. 114, No. 3) 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): M. C. R. Davies; M. S. S. Almeida; M. J. Gunn
    Publisher: American Society of Civil Engineers
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