Comparative Study on Strength and Permeability of Pervious Concrete by Using Nylon and Polypropylene Fiber  
  Authors : Nalini Thakre; Hirendra Rajput; Jaya Saxena; Harish Mitangale

 

Pervious concrete is a composite material consisting of coarse aggregate, Portland cement, and water. It is different from conventional concrete in that it contains no fine sin the initial mixture, recognizing however, that fines are introduced during the compaction process. The aggregate usually consists of a single size and is bonded together at its points of contact by a paste formed by the cement and water. The result is a concrete with a high percentage of interconnected voids that, when functioning correctly, permit the rapid percolation of water through the concrete.

 

Published In : IJCAT Journal Volume 1, Issue 4

Date of Publication : 31 May 2014

Pages : 141 - 1148

Figures : 20

Tables : --

Publication Link : Comparative Study on Strength and Permeability of Pervious Concrete by Using Nylon and Polypropylene Fiber

 

 

 

Nalini Thakre : Rajiv Gandhi Technical University, Department Of CIVIL Engineering Bhopal, Madhya Pradesh.

Hirendra Rajput : Rajiv Gandhi Technical University, Department Of CIVIL Engineering Bhopal, Madhya Pradesh

Jaya Saxena : Rajiv Gandhi Technical University, Department Of CIVIL Engineering Bhopal, Madhya Pradesh

Harish Mitangale : Rajiv Gandhi Technical University, Department Of CIVIL Engineering Bhopal, Madhya Pradesh.

 

 

 

 

 

 

 

Pervious concrete

Permeability

nylon and polypropylene fiber.

The test carried out at 7 days, 14 days and 28 days, the comparison is made between the plain pervious concrete , pervious concrete with nylon fibre and polypropylene fibre . a. The compressive strength of nylon fibre and polypropylene fibre mixed with pervious concrete is increased as comparison to the plain pervious concrete. b. When we used the nylon fibre and polypropylene fibre in pervious concrete in various proportion 0.1 %, 0.15%, 0.2% ,0.25% and 0.3% of volume of concrete the result obtained by the compressive strength of nylon fibre and polypropylene fibre up-to 0.2 % of used result get increased.

 

 

 

 

 

 

 

 

 

1. ASTM C1602 / C1602M - 12 Standard Specifications for Mixing Water Used in the Production of Hydraulic Cement Concrete.

2. Tennis, P.D., M.L. Leming, and D.J. Akers, Pervious concrete pavements. Portland Cement Association, Skokie, Illinois, & National Ready Mixed Concrete Association, Silver SpringSS, Maryland, 2004.

3. Cement and Concrete Research, 2006: 36(11): p. 2074- 2085.

4. Neithalath, N., J. Weiss, and J. Olek, Characterizing enhanced porosity concrete using electrical impedance to predict acoustic and hydraulic performance.

5. Zhuge, Y., Comparing the performance of recycled and quarry aggregate and their effect on the strength of permeable concrete. In Future in Mechanics of Structures and Materials. Toowoomba, Australia, 2008: p. 343-349.

6. ASTM C1688, Standard Test Method for Density and Void Content of Freshly Mixed Pervious Concrete.

7. Zouaghi, A. and M. Kumagai, Adaptability of porous concrete to the environment. A monthly report of the Civil Engineering Research Institute For Cold Region, 2000: No.566: p. 11-24.