Accurate detection method for compaction uniformity of asphalt pavement

被引:21
|
作者
Zhang, Zhengqi [1 ]
Huang, Shuolei [1 ]
Zhang, Ke [2 ]
机构
[1] Changan Univ, Key Lab Special Area Highway Engn, Minist Educ, Xian 710064, Shaanxi, Peoples R China
[2] Fuyang Normal Univ, Coll Informat Engn, Fuyang 236041, Anhui, Peoples R China
基金
中国国家自然科学基金;
关键词
Road engineering; Asphalt pavement; Compaction uniformity; Detection method; Density distribution; Void distribution;
D O I
10.1016/j.conbuildmat.2017.03.227
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To evaluate the compaction uniformity effectively, firstly, the feasibility of using density and void distribution as compaction uniformity evaluation index was demonstrated by laboratory test. Secondly, relying on the project of Tong-Xun Highway, reasonable detection interval of non-nuclear density gauge PQI was determined, and quantitative evaluation index of density distribution uniformity was also proposed. Next, core samples at representative density point were drilled and of which the voids distribution characteristic on sectional image of core sample was analyzed by image processing technology, and further on, the evaluation index of void distribution uniformity was put forward. Finally, the accurate detection method of compaction uniformity based on density and void distribution was exampled relying on entitative engineering. The results show that it is feasible to evaluate the compaction uniformity of asphalt pavement with its density and void distribution. The reasonable lateral detection interval of PQI is 1.5 m, and the reasonable longitudinal detection space is 50 m. Density statistical index such as S-r, S-R, k and h can reflect the density distribution uniformity on detection section. Voids number uniform coefficient UCN and voids ratio uniform coefficient UCR of core samples can reflect the compaction uniformity of asphalt pavement from the aspect of micro structure. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:88 / 97
页数:10
相关论文
共 50 条
  • [1] Accurate detection and evaluation method for aggregate distribution uniformity of asphalt pavement
    Zhang, Ke
    Zhang, Zhengqi
    Luo, Yaofei
    Huang, Siyuan
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 152 : 715 - 730
  • [2] Influence of Field Compaction Pattern on Asphalt Pavement Uniformity
    Kassem, Emad
    Masad, Eyad
    Chowdhury, Arif
    Claros, German
    2008 JOURNAL OF THE ASSOCIATION OF ASPHALT PAVING TECHNOLOGISTS, VOL 77, 2008, 77 : 257 - +
  • [3] Influences of intelligent compaction uniformity on pavement performances of hot mix asphalt
    Xu, Qinwu
    Chang, George K.
    Gallivan, Victor L.
    Horan, Robert D.
    CONSTRUCTION AND BUILDING MATERIALS, 2012, 30 : 746 - 752
  • [4] Evaluation of Compaction Uniformity of Asphalt Pavement Based on Construction Depth Variation
    Jia, Xiaodong
    JOURNAL OF APPLIED MATHEMATICS, 2022, 2022
  • [5] An Improved Low-Cost Continuous Compaction Detection Method for the Construction of Asphalt Pavement
    Jia, Tong
    He, Tiejun
    Qian, Zhendong
    Lv, Jian
    Cao, Kaixin
    ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [6] Research on Distribution Model and Detection Spacing of Compaction Degree of Asphalt Pavement Based on the PQI Method
    Li, Yanli
    Zhang, Haiwei
    Peng, Yatao
    Li, Yan
    Wang, Ke
    COATINGS, 2022, 12 (11)
  • [7] Compaction Process Control of Asphalt Pavement
    Gao, Ying
    Shi, Yan
    Zhang, Liming
    Li, Hanguang
    ADVANCES IN CIVIL ENGINEERING MATERIALS, 2018, 7 (02): : 116 - 126
  • [8] UNWANTED LEGACY OF ASPHALT PAVEMENT COMPACTION
    ELHALIM, AOA
    PHANG, WA
    HAAS, RC
    JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 1993, 119 (06): : 914 - 932
  • [9] Unwanted legacy of asphalt pavement compaction
    Abd El Halim, A.O.
    Phang, W.A.
    Haas, R.C.
    Journal of Transportation Engineering, 1993, 119 (06) : 914 - 932
  • [10] An examination of compaction meter value for asphalt pavement compaction evaluation
    Hu, Wei
    Shu, Xiang
    Huang, Baoshan
    Woods, Mark E.
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2018, 19 (05) : 447 - 455