Effects of Moisture on Rheological Properties of PAV Aged Asphalt Binders

For the most coastal areas where the air is very humid, study on the effect of humidity on the performance of asphalt has its practical significance. However, limited research has been done to investigate the effect of humidity on rheo- logical properties of asphalt. In this study, asphalt binders were aged in the pressure aging vessel (PAV) under different con- ditions of moisture and aging time. Then Dynamic Shear Rheometer (DSR) and Bending Beam Rheometer (BBR) measure- ments were conducted to obtain the parameters relating to the complex modulus, phase angle, failure temperature, and creep stiffness. It was found that the low temperature performance decreased as evidenced by the results of the creep stiffness. While there were no significant differences among conditioned binders based on complex modulus G* and phase angle δ, it was found that the δ value increased when the humidity increased from 0% to 80%, and then the δ value decreased when the humidity increased to 100%. In addition, the results of the failure temperature indicated that the humidity of 80% would be a critical point for the high temperature performance of the asphalt binders. (1-3) . In this study, rheological properties of asphalt after PAV aging in the presence of 0%, 80%, and 100% moisture, respectively,

[1]  Pengfei Zhang,et al.  The impact of carbon nano-fiber modification on asphalt binder rheology , 2012 .

[2]  Fred Turner,et al.  Impact of Water on Asphalt Aging , 2012 .

[3]  T. Ma,et al.  Effect of moisture on the aging behavior of asphalt binder , 2011 .

[4]  Fenglan Bian,et al.  Experimental Study of Water Aging on Asphalt during Service Life of Pavements , 2010 .

[5]  Audrey Copeland,et al.  Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes Part 2: moisture susceptibility parameters , 2008 .

[6]  S. Caro,et al.  Moisture susceptibility of asphalt mixtures, Part 1: mechanisms , 2008 .

[7]  S. Lijun,et al.  Environment Influence Coefficients of Field Fatigue Equations for Asphalt Pavements , 2008 .

[8]  Audrey Copeland,et al.  Influence of Moisture on Bond Strength of Asphalt-Aggregate Systems , 2007 .

[9]  Serji N. Amirkhanian,et al.  The influence of crumb rubber modifier (CRM) microstructures on the high temperature properties of CRM binders , 2005 .

[10]  Qisen Zhang,et al.  Effect of aging on viscoelastic performance of asphalt binder , 2004 .

[11]  S. Lijun Permanent Deformation Analysis of Asphalt Mixture under Moisture-Loading Coupled Action , 2012 .

[12]  Sun Li-jun Aging of TOR Asphalt Rubber in Combination of Environmental Factors , 2012 .

[13]  S. Lijun Research on Rutting Prediction of Asphalt Pavement , 2007 .

[14]  Wang Hong-chang,et al.  WATER AGING OF ASPHALT DURING ITS SERVICE LIFE OF PAVEMENTS , 2005 .

[15]  Li Ping,et al.  Evaluation method of asphalt aging properties , 2005 .

[16]  Robert L. Lytton,et al.  Moisture Damage Evaluation of Asphalt Mixtures by Considering Both Moisture Diffusion and Repeated-Load Conditions , 2003 .

[17]  Tim Aschenbrener,et al.  EVALUATION OF HAMBURG WHEEL-TRACKING DEVICE TO PREDICT MOISTURE DAMAGE IN HOT MIX ASPHALT , 1995 .