Construction of pervious concrete pavement stretch, Ahmedabad, India – Case study

被引:15
|
作者
Joshi T. [1 ]
Dave U. [1 ]
机构
[1] Civil Engineering Department, School of Engineering, Institute of Technology, Nirma University, Gujarat, Ahmedabad
关键词
Construction process; Drainage system; Infiltration rate; Pervious concrete; Void ratio;
D O I
10.1016/j.cscm.2021.e00622
中图分类号
学科分类号
摘要
Rapidly growing and uncontrolled changes in the natural landscape due to human intervention has created a serious problem of rainwater harvesting in many Indian cities. Rainwater is seen getting wasted on the roads due to lack of proper design of drainage system. Construction of Pervious concrete pavement (PCP) is one of the best method to solve this problem. The pervious nature of the pavement is suggested to act as a drainage pipe and the water accumulated on the road or pavements drains out immediately. Therefore, an attempt has been made for the construction of PCP in this present study. The PCP was constructed at Nirma University campus, Ahmedabad, India for study purpose. The size of PCP stretch was 3 m × 10 m. The details of construction methodology and material used for the construction of PCP are included in this paper. In addition to that, properties of pervious concrete (PC) such as void ratio, compressive strength, permeability and density were evaluated and compared with field investigation results. The 28 days results of PC field cores and cast specimens achieved similar range for compressive strength and void ratio. Moreover, maintenance schedule was prepared for the supervision of PCP. The infiltration rate was measured at different intervals to determine if there was clogging in the PCP. Based on the results of this investigation, it is seen that there is successful drainage performance of the PCP, demonstrating the possibility of construction of such pavements in the water logged areas of India. © 2021
引用
收藏
相关论文
共 50 条
  • [31] PERFORMANCE EVALUATION OF FIBRE REINFORCED PERVIOUS CONCRETE PAVEMENT
    Prakash, R. jeya
    Soundara, B.
    Elango, K. S.
    Johnson, S. christian
    REVISTA ROMANA DE MATERIALE-ROMANIAN JOURNAL OF MATERIALS, 2023, 53 (03): : 237 - 247
  • [32] A REVIEW OF PERVIOUS CONCRETE PAVEMENT & TEST ON GEO TEXTILE
    Afridi, Adil
    Afridi, Atif
    Zafar, Farhan
    JOURNAL OF MECHANICS OF CONTINUA AND MATHEMATICAL SCIENCES, 2018, 13 (05): : 114 - 126
  • [33] Performance of a Pervious Concrete Pavement Containing Municipal Solid Waste Incineration Bottom Ash: A Lebanese Case Study
    Eddine, Zeinab Nasser
    Khatib, Jamal
    El Kordi, Adel
    Assi, Lateef
    INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2024, 17 (06) : 1572 - 1585
  • [34] Performance of Nano Materials in Pervious Concrete Pavement: A Review
    Shakrani, S. A.
    Ayob, A.
    Rahim, M. A. A.
    Alias, S.
    GREEN DESIGN AND MANUFACTURE: ADVANCED AND EMERGING APPLICATIONS, 2018, 2030
  • [35] APPLICATION OF PERVIOUS CONCRETE IN ROAD CONSTRUCTION
    Felja, Melani
    Cosic, Krunoslav
    Netinger, Ivanka
    ELECTRONIC JOURNAL OF THE FACULTY OF CIVIL ENGINEERING OSIJEK-E-GFOS, 2013, 7 : 68 - 75
  • [36] CONSTRUCTION OF A CONCRETE PAVEMENT
    DAWSON, A
    HIGHWAY ENGINEER, 1978, 25 (01): : 4 - 10
  • [37] Study on the Preparation and Performance of a Prefabricated Pervious-Cement-Based Concrete Pavement Slab
    Zhai, Hong-Xia
    Li, Chao-Fan
    Liu, Yun-Lin
    Zhao, Yue
    Tang, Yu-Zhao
    Li, Hai-Bin
    Zheng, Ji-Yuan
    SYMMETRY-BASEL, 2022, 14 (07):
  • [38] Infiltration and Clogging by Sand and Clay in a Pervious Concrete Pavement System
    Coughlin, J. Patrick
    Campbell, Chelsea D.
    Mays, David C.
    JOURNAL OF HYDROLOGIC ENGINEERING, 2012, 17 (01) : 68 - 73
  • [39] Alternative modeling framework for pervious concrete pavement condition analysis
    Golroo, Amir
    Tighe, Susan L.
    CONSTRUCTION AND BUILDING MATERIALS, 2011, 25 (10) : 4043 - 4051
  • [40] Performance of pervious concrete pavement under various raining conditions
    Saaly, Maryam
    Hedayat, Mohammad Mostafa
    Golroo, Amir
    ROAD MATERIALS AND PAVEMENT DESIGN, 2019, 20 (07) : 1653 - 1663