Effects of parameters on vertical porosity distribution in pervious concrete

被引:3
作者
Anburuvel, Arulanantham [1 ]
Subramaniam, Daniel Niruban [1 ]
机构
[1] Univ Jaffna, Dept Civil Engn, Ariviyal Nagar, Killinochchi, Sri Lanka
关键词
effective porosity; mechanical properties; permeability & pore-related properties; pervious concrete; UN SDG 11; Sustainable cities and communities; SUSTAINABLE PAVEMENT MATERIAL; OF-THE-ART; COMPRESSIVE BEHAVIOR; PERMEABILITY; DESIGN; PASTE;
D O I
10.1680/jmacr.21.00275
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The vertical porosity profile of pervious concrete (PC) is dictated by various mix design parameters, including aggregate/cement (a/c) ratio, compaction type and effort. In the presented work, an attempt was made to reveal the profound impacts of these parameters on porosity and strength. Vertical profile analysis using image processing techniques revealed that a zone approximately 10-15 mm thick with high porosity was observed at the top and bottom ends of a cylindrical PC core (13-20% of total PC thickness in total). Total porosities in that zone were 20-42% and 35-60% for lower and higher a/c ratios, respectively. The middle span of 120-130 mm of the vertical profile showed porosity variations of 5-15% and 30-45% for low and high a/c ratios, respectively. Overall, the a/c ratio and compaction effort manifested a profound impact on the vertical porosity profile. Compaction types showed trivial impact on porosity and compressive strength properties of PC for a/c ratios from 3.0 to 5.0. The authors recommend that the findings of this study would help to obtain the required porosity profile in PC without compromising strength characteristics.
引用
收藏
页码:367 / 378
页数:12
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  • [11] Comprehensive investigation of permeability characteristics of pervious concrete: A hydrodynamic approach
    Chandrappa, Anush K.
    Biligiri, Krishna Prapoorna
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 123 : 627 - 637
  • [12] Pervious concrete as a sustainable pavement material - Research findings and future prospects: A state-of-the-art review
    Chandrappa, Anush K.
    Biligiri, Krishna Prapoorna
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 111 : 262 - 274
  • [13] Cement paste characteristics and porous concrete properties
    Chindaprasirt, P.
    Hatanaka, S.
    Chareerat, T.
    Mishima, N.
    Yuasa, Y.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (05) : 894 - 901
  • [14] Evaluation of wearing course mix designs on sound absorption improvement of porous asphalt pavement
    Chu, L.
    Fwa, T. F.
    Tan, K. H.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2017, 141 : 402 - 409
  • [15] 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
  • [16] A modified method for the design of pervious concrete mix
    Dang Hanh Nguyen
    Sebaibi, Nassim
    Boutouil, Mohamed
    Leleyter, Lydia
    Baraud, Fabienne
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2014, 73 : 271 - 282
  • [17] Pervious concrete as an alternative pavement strategy: a state-of-the-art review
    Debnath, Barnali
    Sarkar, Partha Pratim
    [J]. INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2020, 21 (12) : 1516 - 1531
  • [18] Compressive response of pervious concretes proportioned for desired porosities
    Deo, Omkar
    Neithalath, Narayanan
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (11) : 4181 - 4189
  • [19] Compressive behavior of pervious concretes and a quantification of the influence of random pore structure features
    Deo, Omkar
    Neithalath, Narayanan
    [J]. MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING, 2010, 528 (01): : 402 - 412
  • [20] Nature based solutions to mitigate soil sealing in urban areas: Results from a 4-year study comparing permeable, porous, and impermeable pavements
    Fini, A.
    Frangi, P.
    Mori, J.
    Donzelli, D.
    Ferrini, F.
    [J]. ENVIRONMENTAL RESEARCH, 2017, 156 : 443 - 454