INFLUENCE OF AGGREGATE TYPE AND SIZE PROPERTIES OF PERMEABLE CONCRETE
1. Department of civil engineering
ABSTRACT PRESENTATION
on
INFLUENCE OF AGGREGATE TYPE AND SIZE
PROPERTIES OF PERMEABLE CONCRETE
Aushapur (V), Ghatkesar (M), Medchal Dist. – 501 301.
Section: CIVIL-A
Guide Name: Dr. U. RAMAKRISHNA
Batch Members
Guide Designation: Associate Professor
R.SAIPREETHI (20P61A0159)
K.VIVEK VARDHAN (20P61A0131)
R.VAMSHI(20P61A0158)
Batch No:3
2. Department of civil engineering 2
Abstract
Pervious concrete is a special type of concrete, which consists of cement, coarse aggregates, water
and if required, admixtures and other cementitious materials. As there are no fine aggregates used
in the concrete matrix, the void content is more which allows the water to flow through its body. So
the pervious concrete is also called as Permeable concrete and Porous concrete.
The concrete paste then coats the aggregates and allows water to pass through the concrete slab,
pervious concrete is traditionally used in parking areas, areas with light traffic, residential streets,
pedestrian walkways and green houses. It is an important application for sustainable construction
and is of many low impact development techniques used by builders to protect the water quality.
Pervious concrete has been increasingly used to several sustainability-relative benefits offered by
this material.
3. Department of civil engineering 3
Introduction
• Pervious concrete has been in use for more than
50 years, especially in the United States and Japan.
It contains a high amount of pores, with cement
paste evenly distributed throughout its structure.
• The porosity of pervious concrete ranges between
11% and 35% which gives it permeability, good
drainage properties, and high noise absorption
characteristics; however, the high porosity also
reduces the concrete’s strength.
4. Department of civil engineering 4
Background study
• Porous Concrete (PC) pavements have been gaining a
lot of attention in recent years, especially in urban areas
because they are capable of mitigating the water and air
environmental impacts caused by conventional roads.
• To this end, the investigations undertaken during the
last decade (2009–2018) in this topic were, analyzing
and predicting their future potential developments. 171
publications in the topic were found in Scopus database.
• where mechanical and hydraulic capacity are the two
main properties studied in PC pavements, with 36% and
41%, respectively. In addition, a predicted growth for
2019–2030 of 2.51% (4.29 PC publications per year) is
expected.
5. Department of civil engineering 5
References
• Google scholar
• Research gate
• Chat gpt
6. Department of civil engineering 6
Acknowledgement
• We have choosen the topic permeable concrete under the
guidance of U. Rama krishna sir.
• We thankfull for our faculty guide U. Rama krishna sir for
guiding on this project.
7. Department of civil engineering 7
Thank you
R.SAIPREETHI (20P61A0159)
K.VIVEK VARDHAN (20P61A0131)
R.VAMSHI(20P61A0158)