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    Cement Hydration–Based Micromechanics Modeling of the Time-Dependent Small-Strain Stiffness of Fly Ash–Stabilized Soils 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
    Author(s): Xin; Kang; Louis; Ge; Wen-Cheng; Liao
    Publisher: American Society of Civil Engineers
    Abstract: A contact mechanics model, based on the Hertzian elastic contact theory and cementation coating development at particulate scale, was established to predict the time-dependent small-strain stiffness of Class C fly ...
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    Diagnostic Checking in Stochastic Dynamic Programming 

    Source: Journal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Wen‐Cheng Huang; Chian Min Wu
    Publisher: American Society of Civil Engineers
    Abstract: A testing procedure to diagnose whether the stochastic dynamic programming (SDP) models for reservoir operations will converge is presented. Theoretically, the stability of SDP can be diagnosed by checking whether a ...
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    Testing Stochastic Dynamic Programming Models Conditioned on Observed or Forecasted Inflows 

    Source: Journal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Wen‐Cheng Huang; Ricardo Harboe; Janos J. Bogardi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents and compares four types of stochastic dynamic programming (SDP) for on‐line reservoir operation, relying on observed or forecasted inflows. The models are different because of the assumptions regarding ...
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    Investigation of Long-Term Transport in Tanshui River Estuary, Taiwan 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 002
    Author(s): Wen-Cheng Liu; Ming-Hsi Hsu; Albert Y. Kuo
    Publisher: American Society of Civil Engineers
    Abstract: The net, long-term transport of materials in estuaries is governed primarily by the residual (or tidally averaged) circulation in the system. Knowledge of the residual circulation is essential for predicting the transport ...
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    Modeling of Flow Resistance in Mangrove Swamp at Mouth of Tidal Keelung River, Taiwan 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Wen-Cheng Liu; Ming-Hsi Hsu; Chi-Fang Wang
    Publisher: American Society of Civil Engineers
    Abstract: The effects of mangrove trees on the flow field in a tidal estuary during high freshwater discharge events are investigated using a depth-averaged two-dimensional hydrodynamic model. The model is refined to include the ...
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    Dynamic Routing Model with Real-Time Roughness Updating for Flood Forecasting 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Ming-Hsi Hsu; Jin-Cheng Fu; Wen-Cheng Liu
    Publisher: American Society of Civil Engineers
    Abstract: A flood routing model with time-varying roughness updating was developed to simulate flows through natural channels based on the dynamic wave theory. Taking observed stages as the targets, a roughness updating technique ...
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    Shrinkage Behavior and Prediction Model of Self-Compacting Concrete 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012:;page 04023454-1
    Author(s): Doan-Binh Nguyen; Cheng-Jun Wu; Wen-Cheng Liao
    Publisher: ASCE
    Abstract: Shrinkage strain is considered one of the major concerns affecting the dimensional stability of concrete, especially self-compacting concrete (SCC) which comprises different ingredients such as high contents of cementitious ...
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    Procedure to Calibrate and Verify Numerical Models of Estuarine Hydrodynamics 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Ming-Hsi Hsu; Albert Y. Kuo; Jan-Tai Kuo; Wen-Cheng Liu
    Publisher: American Society of Civil Engineers
    Abstract: In most hydrodynamic models, friction and turbulent diffusion/dispersion coefficients are the important calibration parameters affecting the calculation of surface elevation, velocity and salinity distribution. This paper ...
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    Modeling Salt Water Intrusion in Tanshui River Estuarine System—Case-Study Contrasting Now and Then 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author(s): Wen-Cheng Liu; Ming-Hsi Hsu; Chi-Ray Wu; Chi-Fang Wang; Albert Y. Kuo
    Publisher: American Society of Civil Engineers
    Abstract: A vertical (laterally integrated) two-dimensional numerical model was applied to study the salt water intrusion in the Tanshui River estuarine system, Taiwan. The river system has experienced dramatic changes in the past ...
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    Development and Application of an Automated River-Estuary Discharge Imaging System 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Adam J. Bechle; Chin H. Wu; Wen-Cheng Liu; Nobuaki Kimura
    Publisher: American Society of Civil Engineers
    Abstract: An automated river-estuary discharge imaging system (AREDIS) is developed to measure the velocity of a wide tidal estuary. The system contains near- and far-field cameras that capture the entire 370-m-wide channel from an ...
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    DSpace software copyright © 2002-2015  DuraSpace
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