Effect of joint spacing and pavement thickness on concrete overlay performance

被引：0
|
作者：
Chen Y.-A. [1 ]
Taylor P.C. [2 ]
Ceylan H. [1 ,3 ,4 ]
Kim S. [1 ]
Wang X. [5 ,6 ]
机构：
[1] Department of Civil, Construction and Environmental Engineering (CCEE), Iowa State University, Ames, 50011-3232, IA
[2] National Concrete Pavement Technology Center, Iowa State University, 2711 South Loop Drive, Suite 4700, Ames, 50011-8664, IA
[3] ISU Site Director for FAA PEGASAS (Partnership to Enhance General Aviation Safety, Accessibility and Sustainability), Center of Excellence (COE) on General Aviation, Ames
[4] Sustainable Pavement Engineering and Research (PROSPER) at Institute for Transportation, CCEE, Iowa State University, Ames, 50011-3232, IA
[5] School of Highway, Chang’an University, Xi An
[6] Qinghai University-Tsinghua University Sanjiangyuan University Sanjiangyuan Research Institute, Qinghai University, Xinning
来源：
International Journal of Pavement Research and Technology | 2019年 / 12卷 / 01期
关键词：
AASHTOWare pavement ME design; Concrete overlays; International roughness index; Joint spacing; Pavement condition index; Pavement performance;
D O I：
10.1007/s42947-019-0008-1
中图分类号：
学科分类号：
摘要：
Concrete overlays provide cost-effective maintenance and rehabilitation strategies for pavement systems. A database has been developed in Iowa that records the historical performance of overlays based on records of International Roughness Index (IRI) and Pavement Condition Index (PCI) over a 20-year period. Based on these data concrete overlay service life has been modeled for various joint spacings. The data demonstrate that durability and service life can be improved. A review of PCI data indicates that improving construction quality to eliminate premature failure has the potential to add at least 10 years to the service life of PCC overlays. Even though concrete overlay technology is not a new concept, most of its design procedures still follow empirical methods, therefore this study applied AASHTOWare Pavement ME Design (Version 2.3.1) software to identify the effects of design para ms on concrete overlay service life. The theoretical insights provided by Pavement ME Design were compared with historical performance data and used to provide recommendations with respect to optimized joint spacing in overlay pavement structures. Comparison of the historical performance-related data with Pavement ME Design software results indicates that the Pavement ME Design software is conservative in predicting concrete overlay service life. © 2019, Chinese Society of Pavement Engineering. Production and hosting by Springer Nature.
引用
收藏
页码：64 / 69
页数：5
相关论文
共 50 条
  • [31] Effect of Curing Methods on Early Cracking for Joint Concrete Pavement
    Zhang, Yancong
    Gao, Lingling
    CICTP 2019: TRANSPORTATION IN CHINA-CONNECTING THE WORLD, 2019, : 859 - 867
  • [32] Thermal Effect Mechanism on Composite Pavement consisted of Asphalt Surface Overlay and Concrete Layer
    Dong, Yingna
    Huang, Qiang
    Wang, Huaping
    SUSTAINABLE ENVIRONMENT AND TRANSPORTATION, PTS 1-4, 2012, 178-181 : 1532 - +
  • [33] Effect of overlay thickness, fiber volume, and shrinkage mitigation on flexural behavior of thin bonded ultra-high-performance concrete overlay slab
    Teng, Le
    Khayat, Kamal H.
    CEMENT & CONCRETE COMPOSITES, 2022, 134
  • [34] The effect of bedding thickness on interlocking block pavement performance
    Kim, Inhyun
    Ryu, Jung-Hyun
    Oh, Myounghak
    Chung, Choong-Ki
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2024, 25 (01)
  • [35] Experimental Study of the Effects of Moisture on the Performance of Concrete Pavement Joint Sealants
    Kim, Jinho
    Zollinger, Dan
    Cho, Woohyun
    TRANSPORTATION RESEARCH RECORD, 2022, 2676 (07) : 585 - 596
  • [36] Evaluation of Cracking Performance of Asphalt Mixtures from Asphalt Concrete Pavement with Overlay Tester Test
    Garcia, Victor M.
    Abdallah, Imad
    Nazarian, Soheil
    AIRFIELD AND HIGHWAY PAVEMENTS 2021: PAVEMENT MATERIALS AND SUSTAINABILITY, 2021, : 389 - 399
  • [37] A latex-modified concrete overlay on plain-jointed concrete pavement
    Glauz, DL
    CEMENT CONCRETE AND AGGREGATES, 1995, 17 (02): : 201 - 204
  • [38] EFFECT OF STEEL SLAG POWDER ON PAVEMENT PERFORMANCE OF CONCRETE
    Sun Jiaying
    ADVANCES IN CONCRETE STRUCTURAL DURABILITY, PROCEEDINGS OF ICDCS2008, VOLS 1 AND 2, 2008, : 745 - 749
  • [39] Effect of Supplementary Cementitious Materials on the Performance of Concrete Pavement
    Hanna, K.
    Morcous, G.
    Tadros, M. K.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2014, 26 (04) : 789 - 793
  • [40] The effect of basalt fibre on the mechanical performance of concrete pavement
    Sarkar, Alireza
    Hajihosseini, Majid
    ROAD MATERIALS AND PAVEMENT DESIGN, 2020, 21 (06) : 1726 - 1737
12345