A study on performance of roller-compacted concrete for pavement

被引：58
作者：
Chhorn, Chamroeun [1 ]
Hong, Seong Jae [1 ]
Lee, Seung-Woo [1 ]
机构：
[1] Gangneung Wonju Natl Univ, Dept Civil Engn, 7 Jukheon Gil, Kangnung 210702, Gangwon, South Korea
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2017年 / 153卷
关键词：
Roller-compacted concrete (RCC); Pavement; Consistency; Performance; Mixture design;
D O I：
10.1016/j.conbuildmat.2017.07.135
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this study, field test investigation is conducted on roller-compacted concrete pavement (RCCP). A total of five sections of RCCP were constructed in Seokcho of South Korea for this test. Vebe time, a represented parameter of consistency, is employed as quality control parameter for RCC mixture. Performance related properties and surface properties of each section were investigated and correlated to the quality control parameter. Based on the findings from previous researches and results from this field performance investigation, some recommendations for improving mixture design of RCC are suggested. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码：535 / 543
页数：9
相关论文
共 20 条
  • [1] Anderson R., 1987, Concrete International, V9, P18
  • [2] [Anonymous], 2015, E192608 ASTM
  • [3] [Anonymous], C1170C1170M ASTM
  • [4] [Anonymous], 32510R95 ACI
  • [5] [Anonymous], C1435 ASTM
  • [6] [Anonymous], 2013, ASTM E303-93
  • [7] ASTM, ASTM D-1557
  • [8] Bordes P., 1985, B LIAISON LAB PONTS, P73
  • [9] Brotman I., 2007, Soil and Material Inputs for Mechanistic-Empirical Pavement Design. Geotechnical Special Publication, DOI [10.1061/40913(232)4, DOI 10.1061/40913(232)4]
  • [10] Chhorn C., 2016, CONSISTENCY CONTROL
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