Performance of pervious concrete pavement under various raining conditions

被引:11
|
作者
Saaly, Maryam [1 ]
Hedayat, Mohammad Mostafa [1 ]
Golroo, Amir [1 ]
机构
[1] Amirkabir Univ Technol, Dept Civil Engn, 424 Hafez Ave, Tehran 158754413, Iran
关键词
Pervious concrete pavement; permeability model; raining condition; PERMEABLE PAVEMENT;
D O I
10.1080/14680629.2018.1474791
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Pervious concrete is one of the most effective environmentally friendly products which can be used as a paving material to diminish runoff and increase safety. To better understand the behaviour of pervious concrete pavement (PCP), its performance must be extensively monitored and evaluated. The permeability rate of PCP is the key criterion in the evaluation of its performance particularly in low duty applications such as sidewalks. A few permeability rate models have been developed to date for PCP. However, the effect of raining conditions on the permeability rate has not received enough attention. The main aim of this research is to study the permeability rate models over two raining conditions i.e. continuous and intermittent for PCP in a typical sidewalk application. For this purpose, the permeability rate of PCP is tested in-situ over time on a PCP slab with various time intervals between consecutive tests to simulate continuous and intermittent raining conditions over almost four months. Based on the acquired data, it is concluded that the permeability rate of PCP over different raining conditions have a statistically significant difference. Moreover, short-term permeability rate degradation models for general, continuous, and intermittent conditions are developed using the regression method and successfully validated applying the n-fold data-split technique.
引用
收藏
页码:1653 / 1663
页数:11
相关论文
共 50 条
  • [21] A MULTIFUNCTIONAL AND SUSTAINABLE PAVEMENT MATERIAL: PERVIOUS CONCRETE
    Dash S.
    Gupta P.
    Mohanty I.
    Panda L.
    Journal of Solid Waste Technology and Management, 2022, 48 (04): : 576 - 587
  • [22] Impact of deicing salts on pervious concrete pavement
    Feng, Lichao
    Zhang, Yongran
    Wang, Xiaowei
    Mery, Stephene
    Akin, Michelle
    Li, Mengchao
    Xie, Ning
    Li, Zhenming
    Shi, Xianming
    FRONTIERS IN MATERIALS, 2023, 10
  • [23] A Review of Nanoclay Applications in the Pervious Concrete Pavement
    Shakrani, Shahrul Azwan
    Ayob, Afizah
    Ab Rahim, Mohd Asri
    3RD ELECTRONIC AND GREEN MATERIALS INTERNATIONAL CONFERENCE 2017 (EGM 2017), 2017, 1885
  • [24] Pervious concrete pavement: Meeting environmental challenges
    Jain, A. K.
    Chouhan, J. S.
    EXCELLENCE IN CONCRETE CONSTRUCTION THROUGH INNOVATION, 2009, : 553 - 558
  • [25] Studies on Characterization of Pervious Concrete for Pavement Applications
    Maguesvari, M. Uma
    Narasimha, V. L.
    2ND CONFERENCE OF TRANSPORTATION RESEARCH GROUP OF INDIA (2ND CTRG), 2013, 104 : 198 - 207
  • [26] Investigating the performance of pervious concrete pavement to clogging control for urban runoff management
    Mohammad Amin Dayarian
    Mojtaba Ardestani
    Fereydoun Ghazban
    Mohammad Hossein Niksokhan
    Arabian Journal of Geosciences, 2023, 16 (6)
  • [27] Vertical porosity distributions in pervious concrete pavement
    Haselbach, Liv M.
    Freeman, Robert M.
    ACI MATERIALS JOURNAL, 2006, 103 (06) : 452 - 458
  • [28] Preliminary Study of Pervious Concrete on Pavement and Seawall
    Lee, M. -G.
    Huang, T.
    Huang, Y.
    Peng, C. -P.
    Su, Y. -M.
    JOURNAL OF TESTING AND EVALUATION, 2017, 45 (01) : 249 - 259
  • [29] Performance of Hydromedia Pervious Concrete Pavement in Ontario Subjected to Urban Traffic Loads
    Crookes, A.
    Drake, J.
    Lotfy, A.
    LID: IT WORKS IN ALL CLIMATES AND SOILS, 2015, : 246 - 256
  • [30] Evaluation of skid resistance of pervious concrete slabs under various winter conditions for driver and pedestrian users
    Rodin, Harry, III
    Nassiri, Somayeh
    AlShareedah, Othman
    Yekkalar, Mina
    Haselbach, Liv
    ROAD MATERIALS AND PAVEMENT DESIGN, 2021, 22 (06) : 1350 - 1368