INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15
B VEERESH
, B A KAVYA , C SWATHI , J RAJESH , P VIJAY KUMAR
Unique Id:
IJSDR1804008
Published In:
Volume 3 Issue 4, April-2018
Abstract:
Pervious concrete is a form of lightweight porous concrete, obtained by eliminating the sand from the normal concrete mix. The advantages of this type of concrete are lower density, lower cost due to lower cement content, lower thermal conductivity, relatively low drying shrinkage, no segregation and capillary movement of water. It has better insulating characteristics than conventional concrete because of the presence of large voids. In the present study M20 pervious concrete is designed by ACI522R -10 design code. The effect of w/c ratio and aggregate size on the strength of pervious concrete are studied. It is revealed that the compressive strength increases as the water/cement ratio decreases up to optimum w/c ratio and with increase in volume of paste.
Keywords:
Pervious concrete, mix proportioning, compressive strength, coefficient of permeability
Cite Article:
"pervious concrete", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.3, Issue 4, page no.47 - 52, April-2018, Available :http://www.ijsdr.org/papers/IJSDR1804008.pdf
Downloads:
000251440
Publication Details:
Published Paper ID: IJSDR1804008
Registration ID:180103
Published In: Volume 3 Issue 4, April-2018
DOI (Digital Object Identifier):
Page No: 47 - 52
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631
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