Evaluation of healing in asphalt binders using dynamic shear rheometer and molecular modeling techniques

Evaluation of Healing in Asphalt Binders Using Dynamic Shear Rheometer and Molecular Modeling Techniques. (August 2008) Ramamohan Reddy Bommavaram, B.Tech., Indian Institute of Technology Madras Chair of Advisory Committee: Dr. Dallas Little A self-healing material has the inherent ability to partially reverse damage such as crack formation that might have occurred during its service. Significant evidence exists in the literature to indicate that asphalt binder is a self-healing material. It is also well known that healing has a substantial affect on the performance of asphalt mixtures and consequently on the serviceable life of asphalt pavements. For example, shift factors from laboratory experimental data to field observed data show that laboratory data underpredict field observations. There is a need to understand the mechanisms that are responsible for healing in asphalt binders as well as to develop test methods that can be used to determine properties related to these mechanisms. This thesis presents details and findings from a two-part study that addresses each one of these two aspects. In the first part of this study, a test method based on the use of a Dynamic Shear Rheometer (DSR) was developed to determine the parameters of characteristic healing function of asphalt binders. In the second part of this study, Molecular Modeling (MM) techniques were used to determine the interrelationship between molecular structure, surface free energy, self diffusivity, and other healing properties of asphalt binders.

[1]  Robert L. Lytton,et al.  MICRODAMAGE HEALING IN ASPHALT AND ASPHALT CONCRETE, VOLUME II: LABORATORY AND FIELD TESTING TO ASSESS AND EVALUATE MICRODAMAGE AND MICRODAMAGE HEALING , 2001 .

[2]  Robert L. Lytton,et al.  MICRODAMAGE HEALING IN ASPHALT AND ASPHALT CONCRETE, VOLUME I: MICRODAMAGE AND MICRODAMAGE HEALING, PROJECT SUMMARY REPORT , 2001 .

[3]  Michael L. Greenfield,et al.  Analyzing properties of model asphalts using molecular simulation , 2007 .

[4]  S Shimeno,et al.  FATIGUE ANALYSIS OF ASPHALT PAVEMENTS WITH THICK ASPHALT MIXTURE LAYER , 1997 .

[5]  William D. Callister,et al.  Materials Science and Engineering: An Introduction , 1985 .

[6]  Robert L. Lytton,et al.  Numerical and Graphical Method to Assess Permanent Deformation Potential for Repeated Compressive Loading of Asphalt Mixtures , 2000 .

[7]  Vincent B. C. Tan,et al.  Atomistic modeling: interfacial diffusion and adhesion of polycarbonate and silanes , 2004 .

[8]  Dallas N. Little,et al.  Exploring Mechanism of H ealing in Asphalt Mixtures and Quantifying its Impact , 2007 .

[9]  Robert L. Lytton,et al.  FATIGUE AND HEALING CHARACTERIZATION OF ASPHALT MIXTURES , 2003 .

[10]  Robert L. Lytton Characterizing Asphalt Pavements for Performance , 2000 .

[11]  S. A. Stern,et al.  Diffusion of Gases in Silicone Polymers: Molecular Dynamics Simulations , 1998 .

[12]  Richard Schapery,et al.  On the mechanics of crack closing and bonding in linear viscoelastic media , 1989 .

[13]  Robert L. Lytton,et al.  Comprehensive evaluation of damage in asphalt mastics using x-ray CT, continuum mechanics, and micromechanics , 2005 .

[14]  Dallas N. Little,et al.  Using Surface Energy Measurements to Select Materials for Asphalt Pavement , 2006 .

[15]  P. Gennes Reptation of a Polymer Chain in the Presence of Fixed Obstacles , 1971 .

[16]  Reynaldo Roque,et al.  Evaluation of Healing Property of Asphalt Mixtures , 2006 .

[17]  R. Wool,et al.  A theory crack healing in polymers , 1981 .