Possibilities of Pervious Concrete Application in Road Construction

被引:5
作者
Seslija, Milos [1 ]
Radovic, Nebojsa [1 ]
Jovanov, Dejan [2 ]
Kukaras, Danijel [3 ]
Starcev-Curcin, Anka [1 ]
Jokanovic, Igor [3 ]
机构
[1] Univ Novi Sad, Fac Tech Sci, Dept Civil Engn & Geodesy, Trg Dositeja Obradov 6, Novi Sad 21000, Serbia
[2] Tehnikum Taurunum High Engn Sch Profess Studies, Nade Dimic 4, Belgrade 11080, Serbia
[3] Univ Novi Sad, Fac Civil Engn, Kozaracka 2a, Subotica 24000, Serbia
来源
TEHNICKI VJESNIK-TECHNICAL GAZETTE | 2018年 / 25卷 / 04期
关键词
application; pervious concrete; physical-mechanical properties; road; AGGREGATE TYPE; PAVEMENT; RESISTANCE; RUBBERS; DESIGN;
D O I
10.17559/TV-20160524162507
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper presents basic characteristics of pervious concrete and gives an overview of the most significant current researches in the world as well as the possibility of use of pervious concrete for road construction in Western Balkan's countries, like Serbia. The analysis of the recent researches is presented in the form of diagrams and correlations between physical and mechanical properties of pervious concrete. During the preparation of this type of concrete, it is observed that the aggregate has the most significant influence since it represents 70 to 80% of the total concrete volume, followed by the binder type, by the water-cement ratio and finally, by the additives within the concrete mixture. For the concrete preparation, recycled and light aggregates, with or without addition of small size aggregate (sand), were used. In general, all three aggregate types can be used for pervious concrete mixtures thus promoting the use of recycled aggregates and, by doing so, also supporting conservation of natural resources. Worldwide, pervious concrete is most often used for roads with light traffic, pedestrian and cycling path sand, therefore it could be used more often in Western Balkan countries for similar purposes.
引用
收藏
页码:1202 / 1212
页数:11
相关论文
共 36 条
  • [1] Amde A. M., 2013, DEV HIGH QUALITY PER, DOI [10.1016/j.conbuildmat.2011.03.002, DOI 10.1016/J.CONBUILDMAT.2011.03.002]
  • [2] [Anonymous], 2007, GREEN HIGHW ENV EC S
  • [3] [Anonymous], 2014, HYDROMEDIA
  • [4] Aoki Y., 2009, THESIS, DOI [10.1016/j.conbuildmat.2013.07.077, DOI 10.1016/J.CONBUILDMAT.2013.07.077]
  • [5] autora Grupa, 1995, BETON ARMIRANI BETON, V1
  • [6] Blazok D, 2010, TEH GLAS, V4, P15
  • [7] Evaluation of surface textures and skid resistance of pervious concrete pavement
    Chen Yu
    Wang Ke-jin
    Zhou Wen-fang
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2013, 20 (02) : 520 - 527
  • [8] Mechanical properties of pervious cement concrete
    Chen Yu
    Wang Ke-Jin
    Liang Di
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2012, 19 (11) : 3329 - 3334
  • [9] Influence of aggregate type and size on properties of pervious concrete
    Cosic, K.
    Korat, L.
    Ducman, V.
    Netinger, I.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2015, 78 : 69 - 76
  • [10] Felja M., 2013, ELEKTRONSKI CASOPIS, V4, P68