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1
Toughening Characteristics of Plastic Fiber-reinforced Hot-Mix Asphalt Mixtures
Toughening Characteristics of Plastic Fiber-reinforced Hot-Mix Asphalt Mixtures
Pyeong Jun Yoo | 대한토목학회 | 2012
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2
Using Acoustic Emission to Monitor Fatigue Damage and Healing in Asphalk Concrete
Using Acoustic Emission to Monitor Fatigue Damage and Healing in Asphalk Concrete
Youngguk Seo | 대한토목학회 | 2008
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3
Application of Viscoelastic Continuum Damage Model Based Finite Element Analysis to Predict the Fatigue Performance of Asphalt Pavements
Application of Viscoelastic Continuum Damage Model Based Finite Element Analysis to Predict the Fatigue Performance of Asphalt Pavements
Y.Richard Kim | 대한토목학회 | 2007
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4
Post-peak characterization of Asphalt Concrete using DIC Method
Post-peak characterization of Asphalt Concrete using DIC Method
서영국 | 대한토목학회 | 2006
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5
Numerical Computation of Convolution Integral for the Linear Viscoelasticity of Asphalt Concrete
Numerical Computation of Convolution Integral for the Linear Viscoelasticity of Asphalt Concrete
Sungho Mun | 대한토목학회 | 2006
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6
Development of a Semi-Parametric Stochastic Model of Asphalt Pavement Crack Initiation
Development of a Semi-Parametric Stochastic Model of Asphalt Pavement Crack Initiation
Hee Cheol Shin | 대한토목학회 | 2006
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7
Characterization of Permanent Deformation of an Asphalt Mixture Using a Mechanistic Approach
Characterization of Permanent Deformation of an Asphalt Mixture Using a Mechanistic Approach
By Dae Wook Park | 대한토목학회 | 2005
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8
Continuum Damage Finite Element Modeling of Asphalt Concrete
Continuum Damage Finite Element Modeling of Asphalt Concrete
By Sungho Mun | 대한토목학회 | 2005
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9
Viscoelastic Continuum Damage Finite Element Modeling of Asphalt Pavements for Fatigue Cracking Evaluation
Viscoelastic Continuum Damage Finite Element Modeling of Asphalt Pavements for Fatigue Cracking Evaluation
Sungho Mun | 대한토목학회 | 2006
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10
Post-peak Characterization of Asphalt Concrete using DIC Method
Post-peak Characterization of Asphalt Concrete using DIC Method
Youngguk Seo | 대한토목학회 | 2006
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