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1
Determination of Subgrade Stiffness under Intsct Portland Cement Concrete Slabsf for Rubblization Projects
Determination of Subgrade Stiffness under Intsct Portland Cement Concrete Slabsf for Rubblization Projects
Sungho Mun, Y. Richard Kim, | 대한토목학회 | 2004 ,
2
Continuum Damage Finite Element Modeling of Asphalt Concrete
Continuum Damage Finite Element Modeling of Asphalt Concrete
Sungho Mun,, | 대한토목학회 | 2005 ,
3
Interpreting Labor Supply Regressions in a Model of Full- and Part-Time Work
Interpreting Labor Supply Regressions in a Model of Full- and Part-Time Work
Yongsung Chang, | American Economic Assn | 2011 ,
4
Endogenous Level of 28-Norcastasterone Is Strictly Regulated in Plant Cells
Endogenous Level of 28-Norcastasterone Is Strictly Regulated in Plant Cells
Tae Wuk Kim, | 한국식물학회(Adventitous Root Formation | 2005 ,
5
Four contemporary Korean plays
Four contemporary Korean plays
Lee, Yun Taek, 812.6-L482f | University Press of America | 2007 812.6-L482f,
6
Chirality Assignment of Micelle-Suspended Single-Walled Carbon Nanotubes Using Coherent Phonon Oscillations
Chirality Assignment of Micelle-Suspended Single-Walled Carbon Nanotubes Using Coherent Phonon Oscillations
Yong-Sik Lim, | 한국물리학회 | 2007 ,
7
Laboratory Evaluation of CCM Parameters for Mode-I Cracks in HMAs
Laboratory Evaluation of CCM Parameters for Mode-I Cracks in HMAs
Youngguk Seo., | 대한토목학회 | 2006 ,
8
Viscoelastic Continuum Damage Finte Element Modeling of Asphalt Pavements for Fatigue Cracking Evaluation
Viscoelastic Continuum Damage Finte Element Modeling of Asphalt Pavements for Fatigue Cracking Evaluation
Sungho Mun., | 대한토목학회 | 2006 ,
9
Experimental Validation of Laboratory Performance Models using the Third Scale Accelerated Pavement Testing
Experimental Validation of Laboratory Performance Models using the Third Scale Accelerated Pavement Testing
Sugjoon Lee., | 대한토목학회 | 2006 ,
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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