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    General Viscoelastic Solutions for Multilayered Systems Subjected to Static and Moving Loads 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author(s): Jaeseung Kim
    Publisher: American Society of Civil Engineers
    Abstract: Since the linear elastic layer solution for the layered systems was developed in the 1940s, the linear elastic layer analysis has been systemized and widely used for the designs of roadway pavements as a tool for evaluating ...
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    Development of a Predictive System for Estimating Fatigue Life of Asphalt Mixtures Using the Indirect Tensile Test 

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 012
    Author(s): Jaeseung Kim; Chulseung Koh
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue cracking is a major problem in asphalt pavement. It would be beneficial for predictions of the fatigue life of asphalt mixtures to be made with minimal effort and time, both at the design stage and the operating ...
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    Extension of Fracture Mechanics Principles to Viscoelastic Continuum Media 

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Jaeseung Kim; Sungho Kim
    Publisher: American Society of Civil Engineers
    Abstract: The fracturing of materials is well known on the basis of the theory of fracture mechanics. An important concept in fracture mechanics theory is that crack propagation is governed by the fundamental material properties of ...
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    Determination of Viscoelastic Poisson’s Ratio and Creep Compliance from the Indirect Tension Test 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 008
    Author(s): Hyung Suk Lee; Jaeseung Kim
    Publisher: American Society of Civil Engineers
    Abstract: The indirect tension test has received extensive attention due to its capability to test field cores from thin asphalt layers. For that reason, the fundamental viscoelastic material property, creep compliance, or complex ...
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    Application of the Viscoelastic Continuum Damage Model to the Indirect Tension Test at a Single Temperature 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Jaeseung Kim; Randy C. West
    Publisher: American Society of Civil Engineers
    Abstract: The viscoelastic continuum damage model, developed based on Schapery’s correspondence principle and the continuum damage mechanics, has received a great deal of attention because of its mathematical soundness and effectiveness ...
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    Effect of Deep Settlement on Airfield Pavements and Backcalculated Subgrade Modulus 

    Source: Journal of Transportation Engineering, Part B: Pavements:;2024:;Volume ( 150 ):;issue: 002:;page 04024010-1
    Author(s): Jaeseung Kim; Jun Yew Tan
    Publisher: ASCE
    Abstract: An excessive amount of differential settlement was observed during the construction of taxiways at Changi Airport in Singapore. The pavement exhibited severe settlement (up to 200 mm). The first cracks appeared in ...
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    Determination of Accurate Creep Compliance and Relaxation Modulus at a Single Temperature for Viscoelastic Solids 

    Source: Journal of Materials in Civil Engineering:;2008:;Volume ( 020 ):;issue: 002
    Author(s): Jaeseung Kim; Gregory A. Sholar; Sungho Kim
    Publisher: American Society of Civil Engineers
    Abstract: Creep compliance (or relaxation modulus), which is a fundamental property that determines the strain (or stress) development in flexible pavements or damage evolution in asphalt mixtures, can be determined from either a ...
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    Viscoelastic Analysis of Flexible Pavements and Its Effects on Top-Down Cracking 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 007
    Author(s): Jaeseung Kim; Reynaldo Roque; Thomas Byron
    Publisher: American Society of Civil Engineers
    Abstract: When employing linear elastic layer analysis, which is widely used for the structural analysis of flexible pavements, it is commonly observed that most critical tensile strains occur at the bottom of an asphalt layer. It ...
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    Determination of Shear and Bulk Moduli of Viscoelastic Solids from the Indirect Tension Creep Test 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 009
    Author(s): Jaeseung Kim; Hyung Suk Lee; Namho Kim
    Publisher: American Society of Civil Engineers
    Abstract: Because of its efficiency in analyzing complex viscoelastic problems, the finite-element (FE) analysis has been widely used to identify the time- and rate-dependent effects of viscoelastic materials on various structural ...
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