Laboratory evaluation of granite asphalt mixtures using the Dynamic Modulus(│E^(*)│) : Dynamic Modulus(│E^(*)│)를 이용한 화강암 아스팔트 혼합물의 연구 평가

목차 (Table of Contents)

• Table of Contents
• List of Tables = ⅰ
• List of Figures = ⅲ
• Glossary of Symbols = ⅴ
• Chapter 1 Introduction = 1
• 1.1 Background = 1
• 1.2 Objectives = 1
• 1.3 Scope = 1
• 1.4 Report Organization = 2
• Chapter 2 Literature Review = 3
• 2.1 History of Dynamic Modulus Testing = 3
• 2.2 Linear Viscoelasticity Concepts = 4
• 2.3 Master Curve and Shift Factors = 7
• 2.4 Dynamic Modulus Definitions = 9
• 2.5 Using the Dynamic Modulus Test to Assess the Mix Strength of HMA = 10
• 2.6 Sample Preparation = 11
• 2.7 Dynamic Modulus as a Design Parameter = 11
• 2.7.1 Witczak Predictive Model = 12
• 2.8 Dynamic Modulus as a Simple Performance Test = 13
• Chapter 3 Research Methodology = 14
• 3.1 Materials = 14
• 3.2 Equipment Using for performing
• E^(*)
• = 15
• 3.3 Testing Equipment = 15
• 3.4 Sample Preparation = 16
• 3.5 Testing Procedures = 17
• 3.6 Loading of the Test Specimen = 18
• Chapter 4 Results and Discussion = 20
• 4.1 Master Curve Construction = 20
• 4.1.1 Experimental Shifting Using Sigmoidal Fitting Function = 21
• 4.1.2 Formulation of the Use of Sigmoidal Fitting Function = 21
• 4.2 Studied Shifting Equation = 22
• 4.2.1 WLF Equation = 23
• 4.2.2 Arrhenius Equation = 24
• 4.2.3 Log-Linear Equation = 24
• 4.2.4 Experimental = 25
• 4.2.5 VTS Equation = 25
• 4.3 Master Curves from the Test Data = 27
• 4.4 Black Space = 28
• 4.5
• E^(*)
• Predictive Technique = 56
• 4.5.1 Witczak et al. Predictive Equation = 56
• 4.5.2 Input Data for Predictive Equation = 58
• 4.5.3 Predictive Equation Results = 60
• Chapter 5 Conclusions = 65
• 5.1 Summary = 65
• 5.2 Conclusions = 65
• Reference = 68