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    Effective Reduction of Cement Content in Pavement Concrete Mixtures Based on Theoretical and Experimental Particle Packing Methods 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 010:;page 04021277-1
    Author(s): Miras Mamirov; Jiong Hu; Yong-Rak Kim
    Publisher: ASCE
    Abstract: The effective reduction of cement content in pavement concrete without compromising its fresh, mechanical, and durability properties can lead to more economical and sustainable pavement engineering. Because a reduction in ...
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    Multiscale Characterization to Examine the Effects of Aggregate Properties on Aggregate-Paste Interphase in Cement Concrete Mixtures 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 004
    Author(s): Mahdieh Khedmati; Yong-Rak Kim
    Publisher: ASCE
    Abstract: This study aims to test the effects of aggregate properties on the features of aggregate-paste interphase in portland cement concrete mixtures. The microstructural, chemical, and nanomechanical properties of the interphase ...
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    Linear Viscoelastic Analysis of Asphalt Mastics 

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 002
    Author(s): Yong-Rak Kim; D. N. Little
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic shear rheometer (DSR) is used to characterize linear viscoelastic properties of asphalt cement and asphalt mastic (asphalt cement with a filler that is smaller than 75 μm in size). The study focuses on using ...
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    Mechanistic Modeling to Evaluate Structural Performance of Bituminous Pavements with Inelastic Deformation and Fatigue Damage of Mixtures 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Taesun You; Soohyok Im; Yong-Rak Kim; Dallas N. Little
    Publisher: American Society of Civil Engineers
    Abstract: This study modeled structural performance of bituminous pavements with inelastic deformation and fatigue damage. Two major distresses, namely rutting and fatigue damage, of typical bituminous pavements were modeled by ...
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    Damage-Induced Modeling of Elastic-Viscoelastic Randomly Oriented Particulate Composites 

    Source: Journal of Engineering Materials and Technology:;2006:;volume( 128 ):;issue: 001:;page 18
    Author(s): Yong-Rak Kim; David H. Allen; Gary D. Seidel
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a model for predicting the damage-induced mechanical response of particle-reinforced composites. The modeling includes the effects of matrix viscoelasticity and fracture, both ...
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    Fatigue and Healing Characterization of Asphalt Mixtures 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
    Author(s): Yong-Rak Kim; D. N. Little; R. L. Lytton
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the effect of the processes on fatigue fracture and fracture healing during controlled-strain, dynamic mechanical analysis (DMA) testing. Sand asphalt samples were fabricated with two SHRP-classified ...
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    Damage-Induced Modeling of Asphalt Mixtures through Computational Micromechanics and Cohesive Zone Fracture 

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 005
    Author(s): Yong-Rak Kim; D. H. Allen; D. N. Little
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a computational micromechanics modeling approach to predict damage-induced mechanical response of asphalt mixtures. Heterogeneous geometric characteristics and inelastic mechanical behavior were taken ...
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    Computational Constitutive Model for Predicting Nonlinear Viscoelastic Damage and Fracture Failure of Asphalt Concrete Mixtures 

    Source: International Journal of Geomechanics:;2007:;Volume ( 007 ):;issue: 002
    Author(s): Yong-Rak Kim; D. H. Allen; D. N. Little
    Publisher: American Society of Civil Engineers
    Abstract: A computational constitutive model was developed to predict damage and fracture failure of asphalt concrete mixtures. Complex heterogeneity and inelastic mechanical behavior are addressed by the model by using finite-element ...
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    Two-Dimensional Virtual Microstructure Generation of Particle-Reinforced Composites 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Yong-Rak Kim; Mohammad Haft-Javaherian; Leandro S. Castro
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development and validation of a virtual microstructure generator that can be used to fabricate a virtual, two-dimensional (2D) microstructure of particle-reinforced composites in general, and of ...
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    Two-Dimensional Virtual Microstructure Generation of Particle-Reinforced Composites 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Yong-Rak Kim; Mohammad Haft-Javaherian; Leandro S. Castro
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development and validation of a virtual microstructure generator that can be used to fabricate a virtual, two-dimensional (2D) microstructure of particle-reinforced composites in general, and of ...
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