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Table of Contents
Preface; References; Contents; 1 Viscoelastic Properties; Abstract; 1.1 The Concept of Stiffness Modulus; 1.2 The Concept of Viscoelastic Material; 1.3 Stress-Strain Relations of Linear Viscoelasticity; 1.4 Experimental Methods for Viscoelastic Materials; 1.5 Timeâ#x80;#x93;Temperature Analogy; References; 2 Determining of Asphalt Stiffness Modulus; Abstract; 2.1 Test Data on Asphalt Stiffness Modulus; 2.2 Empirical Formulas Earlier Suggested for Stiffness Modulus; 2.3 Development of Formula for Asphalt Stiffness; References; 3 Relaxation Modulus and Complex Modulus; Abstract.
3.1 Asphalt Creep Compliance3.2 Asphalt Relaxation Modulus; 3.2.1 Recursive Formula for Relaxation Modulus; 3.2.2 Approximate Formulas for Relaxation Modulus; 3.3 Asphalt Complex Modulus; 3.3.1 Approximate Formulas for Dynamic Modulus; 3.3.2 Comparison of Formulas for Dynamic Modulus and Phase Angle with Test Data; 3.3.3 Relaxation Spectrum of Asphalt Binder and Its Comparison with Test Data; 3.4 Calculation of Relaxation Modulus Based on Complex Modulus Test Data; 3.4.1 Calculation Method; 3.4.2 Comparison of Moduli; References; 4 Practical Applications; Abstract.
4.1 Effect of Aging on Viscoelastic Properties of Asphalt4.2 Requirements to Asphalt in Terms of Pavement Low-Temperature Crack Resistance; 4.3 Asphalt Grade Defining in Accordance with Superpave Requirements; 4.4 Determining the Asphalt and Asphalt Concrete Relaxation Modulus as a Function of Temperature and Load Duration; 4.5 Determining of the Asphalt Concrete Complex Modulus; 4.6 Low Temperature Cracking Problem for Asphalt Pavement; 4.7 Conclusion.
3.1 Asphalt Creep Compliance3.2 Asphalt Relaxation Modulus; 3.2.1 Recursive Formula for Relaxation Modulus; 3.2.2 Approximate Formulas for Relaxation Modulus; 3.3 Asphalt Complex Modulus; 3.3.1 Approximate Formulas for Dynamic Modulus; 3.3.2 Comparison of Formulas for Dynamic Modulus and Phase Angle with Test Data; 3.3.3 Relaxation Spectrum of Asphalt Binder and Its Comparison with Test Data; 3.4 Calculation of Relaxation Modulus Based on Complex Modulus Test Data; 3.4.1 Calculation Method; 3.4.2 Comparison of Moduli; References; 4 Practical Applications; Abstract.
4.1 Effect of Aging on Viscoelastic Properties of Asphalt4.2 Requirements to Asphalt in Terms of Pavement Low-Temperature Crack Resistance; 4.3 Asphalt Grade Defining in Accordance with Superpave Requirements; 4.4 Determining the Asphalt and Asphalt Concrete Relaxation Modulus as a Function of Temperature and Load Duration; 4.5 Determining of the Asphalt Concrete Complex Modulus; 4.6 Low Temperature Cracking Problem for Asphalt Pavement; 4.7 Conclusion.