State-of-the-Art Review of the Evaluation of Asphalt Mixtures' Resistance to Reflective Cracking in Laboratory

被引：20
作者：
Idris, Ipshit Ibne [1 ]
Sadek, Husam [1 ]
Hassan, Marwa [1 ]
机构：
[1] Louisiana State Univ, Dept Construct Management, Baton Rouge, LA 70803 USA
来源：
JOURNAL OF MATERIALS IN CIVIL ENGINEERING | 2020年 / 32卷 / 09期
关键词：
State-of-the-art review; Reflective cracking; Cement-treated base (CTB); Asphalt mixture; OVERLAY TESTER; INTERLAYER; GEOSYNTHETICS; PERFORMANCE;
D O I：
10.1061/(ASCE)MT.1943-5533.0003254
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Reflective cracking is one of the major forms of deterioration in pavements and is very common when hot-mix asphalt (HMA) overlays are constructed over a base with discontinuities in its surface. This issue has not received proper attention compared with classical fatigue cracking. However, it is a major concern during the selection of asphalt mixture surface courses for pavements with an underlying cracked base. This work identified the most appropriate testing device for investigating the resistance of asphalt mixtures to reflective cracking in the laboratory. An in-depth review of the available literature was conducted and 17 reflective cracking testing devices were evaluated, among which best three were chosen based on their availability, ease of use, variability, repeatability of the test results, and field validation. It was concluded that the Hamburg wheel tracking tester (HWTT), the wheel reflective cracking (WRC) apparatus, and the upgraded Texas Transportation Institute (TTI) overlay tester are the best available devices to examine resistance to reflective cracking in the laboratory.
引用
收藏
页数：14
相关论文
共 73 条
  • [1] AASHTO, 2011, T324 AASHTO
  • [2] Adaska WayneS., 2004, Proceedings of 5th International RILEM Conference on Cracking in Pavements, P309
  • [3] Alneami A. H., 2011, AREJ, V19, P11
  • [4] Finite element method modeling of reflective cracking initiation and propagation - Investigation of the effect of steel reinforcement interlayer on retarding reflective cracking in hot-mix asphalt overlay
    Baek, Jongeun
    Al-Qadi, Imad L.
    [J]. PAVEMENT REHABILITATION, STRENGTH AND DEFORMATION CHARACTERISTICS, AND SURFACE PROPERTIES-VEHICLE INTERACTION 2006, 2006, (1949): : 32 - 42
  • [5] Bennert T., 2010, FHWANJ2009014
  • [6] Button J. W., 1987, P INT C STRUCT DES
  • [7] Button J.W., 1982, Evaluation of fabric interlayers
  • [8] Button J. W., 1984, SYNTHETIC FIBERS ASP
  • [9] Button J. W., 1983, LAB EVALUATION MIRAF, P77843
  • [10] Caltabiano M. A., 1992, P 7 INT C ASPH PAV, VVol. 4, P1
12345678