contributor author | Hao Xiang | |
contributor author | Zhaoyi He | |
contributor author | Liuxiao Chen | |
contributor author | Hongzhou Zhu | |
contributor author | Ziyi Wang | |
date accessioned | 2019-09-18T10:36:45Z | |
date available | 2019-09-18T10:36:45Z | |
date issued | 2019 | |
identifier other | %28ASCE%29MT.1943-5533.0002760.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4259384 | |
description abstract | To identify the key influencing factors and optimal healing conditions for the self-healing ability of bituminous binders, a fatigue-healing-fatigue test was performed under different conditions by the time-sweep mode of a dynamic shear rheometer (DSR). The influence and significance of five factors on healing index were analyzed through a gray correlation analysis. The healing temperature had the most significant correlation with the healing index. In addition, bitumen type, strain size, and degree of damage exhibit significant correlation with the healing index. The effect of healing time is insignificant. This study investigates the flow characteristics of bitumen binder using the viscosity frequency sweep mode of DSR to determine the potential optimal healing temperature. Then, 1stOpt software was used to establish a healing index prediction model to determine the optimal healing time. The optimum healing temperature of #70 matrix bitumen is 47.6°C, slightly higher than the softening point, and the optimum healing time is 48.1 min. The optimum healing temperature of styrene-butadiene-styrene (SBS)–modified bitumen is 76.7°C, slightly lower than the softening point, and the optimum healing time is 30.8 min. | |
publisher | American Society of Civil Engineers | |
title | Key Factors and Optimal Conditions for Self-Healing of Bituminous Binder | |
type | Journal Paper | |
journal volume | 31 | |
journal issue | 9 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0002760 | |
page | 04019172 | |
tree | Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 009 | |
contenttype | Fulltext | |