Determining Intrinsic Healing Properties of Asphalt Binders Role of Dynamic Shear Rheometer

被引:54
作者
Bommavaram, Ramamohan Reddy [2 ]
Bhasin, Amit [1 ]
Little, Dallas N. [2 ]
机构
[1] Univ Texas Austin, Dept Civil Architectural & Environm Engn, Austin, TX 78712 USA
[2] Texas A&M Univ, Zachry Dept Civil Engn, College Stn, TX 77843 USA
关键词
Adhesion - Asphalt pavements - Binders - Cracks - Dynamics - Elasticity - Interfaces (materials) - Rheometers - Self-healing materials - Shear flow - Testing;
D O I
10.3141/2126-06
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A self-healing material has the inherent ability to partially reverse damage. There is consensus that the healing of damage has a substantial effect on the performance of asphalt pavements. It is important to understand the mechanisms responsible for healing in asphalt binders, to develop a model to predict healing on the basis of these mechanisms, and to develop test methods to determine the properties required for use with such a model. A healing model for asphalt materials comprises a convolution of wetting and intrinsic healing processes that occur across a crack interface. According to the proposed convolution process, intrinsic healing or strength gain across a crack surface occurs in two steps: an instantaneous strength gain resulting from the interfacial cohesion between the crack faces, and a time-dependent strength gain resulting from intermolecular diffusion and randomization across the crack interface. A modified form of the Avrami equation, which includes a parameter for instantaneous strength gain, is used to describe the intrinsic healing in asphalt binders. A test method is described that is based on the use of a dynamic shear rheometer for estimating the parameters of the intrinsic healing function. Five asphalt binders with considerably different compositions were studied. Limited validation of this test method and the intrinsic healing model are presented by comparing the parameter related to instantaneous healing with the thermodynamic work of cohesion for the selected binders.
引用
收藏
页码:47 / 54
页数:8
相关论文
共 12 条
  • [1] A Framework to Quantify the Effect of Healing in Bituminous Materials using Material Properties
    Bhasin, Amit
    Little, Dallas N.
    Bommavaram, Rammohan
    Vasconcelos, Kamilla
    [J]. ROAD MATERIALS AND PAVEMENT DESIGN, 2008, 9 : 219 - 242
  • [2] Callister WD., 2014, MAT SCI ENG INTRO
  • [3] Dissipated energy approach to study hot-mix asphalt healing in fatigue
    Carpenter, Samuel H.
    Shen, Shihui
    [J]. BITUMINOUS PAVING MIXTURES 2006, 2006, (1970): : 178 - +
  • [4] Evaluation of healing property of asphalt mixtures
    Kim, Booil
    Roque, Reynaldo
    [J]. BITUMINOUS PAVING MIXTURES 2006, 2006, (1970): : 84 - +
  • [5] Fatigue and healing characterization of asphalt mixtures
    Kim, YR
    Little, DN
    Lytton, RL
    [J]. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2003, 15 (01) : 75 - 83
  • [6] Little D.N., 2001, Microdamage Healing in Asphalt and Asphalt Concrete, Volume I: Microdamage and Microdamage Healing, Project Summary Report, V1
  • [7] LITTLE DN, 2007, 104 NCHRP TRANSP RES
  • [8] Maillard S, 2004, P 3 EUR EUR C VIENN
  • [9] Pronk AC, 2006, P ASCE S MECH FLEX P
  • [10] ROBL TL, 1991, SHRPAUIR91509 TRB NA