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    Effect of Sediment on Earthquake‐Induced Reservoir Hydrodynamic Response 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 007
    Author(s): Alexander H.‐D. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: In typical reservoir a sediment layer of considerable depth may be deposited on top of exposed bedrock foundation. The effect of sediment on the dissipation and damping of earthquake induced hydrodynamic waves is by and ...
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    A Tribute to Yacov Il’ich Frenkel 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Alexander H.-D. Cheng
    Publisher: American Society of Civil Engineers
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    Porodynamics 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Alexander H.-D. Cheng
    Publisher: American Society of Civil Engineers
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    If You Ask a Physicist from Any Country: A Tribute to Yacov Il’ich Frenkel 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Sergey L. Lopatnikov; Alexander H.-D. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: Frenkel was a brilliant Russian physicist who made fundamental contributions to the theory of liquid, the theory of metal, the drop theory, defects in crystals, and excitons, among many other subjects in physics, astronomy, ...
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    Integrating Written Communication within Engineering Curricula 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2002:;Volume ( 128 ):;issue: 004
    Author(s): Robert J. Bonk; Paul T. Imhoff; Alexander H.-D. Cheng
    Publisher: American Society of Civil Engineers
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    Boundary Solutions for Fluid‐Structure Interaction 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Philip L.‐F. Liu; Alexander H.‐D. Cheng
    Publisher: American Society of Civil Engineers
    Abstract: The boundary integral equation method is formulated to calculate hydrodynamic pressures in a reservoir Impounded by a dam and subject to horizontal ground vibrations. The dam is assumed to be either a rigid body or a thin ...
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    Object-Oriented Pumping-Test Expert System 

    Source: Journal of Computing in Civil Engineering:;1996:;Volume ( 010 ):;issue: 001
    Author(s): Driss Ouazar; Alexander H-D. Cheng; Abdu Diore Kizamou
    Publisher: American Society of Civil Engineers
    Abstract: An object-oriented Pumping-Test Expert System (PTES) is developed to assist hydrogeologists in the interpretation of pumping tests and the filing of technical reports. PTES features user-friendly, menu-driven, English/French ...
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    Integral Equation for Dynamic Poroelasticity in Frequency Domain with BEM Solution 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Alexander H.‐D. Cheng; Taoreed Badmus; Dimitri E. Beskos
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a singular integral equation technique for solving dynamic poroelasticity problems. The poroelastic governing equations are presented using total stress variables instead of the partial stress ones in ...
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    Sensitivity Analysis of Flow in Multilayered Leaky Aquifer Systems 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 001
    Author(s): Peter Indelman; Gedeon Dagan; Alexander H.-D. Cheng; Driss Ouazar
    Publisher: American Society of Civil Engineers
    Abstract: The sensitivity of drawdown prediction to the uncertainty in estimating the hydraulic properties of multiple leaky aquifer systems is studied by first-order sensitivity analysis. A new set of dimensionless parameters is ...
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    Erosion Study of New Orleans Levee Materials Subjected to Plunging Water 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author(s): Wongil Jang; Chung R. Song; Jinwon Kim; Alexander H.-D. Cheng; Ahmed Al-Ostaz
    Publisher: American Society of Civil Engineers
    Abstract: During Hurricane Katrina, overtopping water caused erosion and subsequent failure of several sections of I-type flood walls in New Orleans. Erosion stemmed from the kinetic energy of water falling from the top of the flood ...
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