Feasibility of Pervious Concrete Pavement: A Case Study of Karanjade Node, Panvel

International Journal of Civil Engineering
© 2019 by SSRG - IJCE Journal
Volume 6 Issue 3
Year of Publication : 2019
Authors : Sanika Kandalekar, Raju Narwade, Karthik Nagarajan
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How to Cite?

Sanika Kandalekar, Raju Narwade, Karthik Nagarajan, "Feasibility of Pervious Concrete Pavement: A Case Study of Karanjade Node, Panvel," SSRG International Journal of Civil Engineering, vol. 6,  no. 3, pp. 34-39, 2019. Crossref, https://doi.org/10.14445/23488352/IJCE-V6I3P105

Abstract:

The construction industry needs innovative ideas to manage the increasing rate of impervious surfaces. Pervious concrete allows water to pass directly through it, decreases the free runoff, and allows groundwater to recharge. This research study intends to find the feasibility of pervious concrete as a pavement at Karanjade in Panvel, India. Examination of five-year rainfall data helped calculate the quantity of precipitation occurring in this area above 1000mm. Traffic volume study determined low traffic roads during peak hours, which was 378.156 PCU/Hr. Pervious concrete pavement for low traffic volume road was designed as per IRC SP 62: 2014. Slab with a thickness of 200mmwasdesigned and checked for edge and corner stresses.

Keywords:

Pavement Design, PCU, Pervious Concrete, Rainfall Analysis, Traffic Volume Study

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