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    Prediction of Undrained Monotonic and Cyclic Liquefaction Behavior of Sand with Fines Based on the Equivalent Granular State Parameter 

    Source: International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 002
    Author(s): M. M.; Rahman; M. A. L.; Baki; S. R.; Lo
    Publisher: American Society of Civil Engineers
    Abstract: The undrained behavior of sand with fines under both monotonic and cyclic loading was investigated experimentally by triaxial testing. The testing program covers fines content ranging from 0 to 30%, and a wide range of ...
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    Turbulent Flow in D-Type Corrugated Pipes: Flow Pattern and Friction Factor 

    Source: Journal of Fluids Engineering:;2012:;volume( 134 ):;issue: 012:;page 121202
    Author(s): H. Stel; A. T. Franco; S. L. M. Junqueira; R. H. Erthal; R. Mendes; M. A. L. Gonçalves; R. E. M. Morales
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Turbulent flow in d-type corrugated pipes of various aspect ratios has been numerically investigated in terms of flow pattern and friction factor, for Reynolds numbers ranging from 5000 to ...
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