Because of the lack of water permeability and air permeability of the common concrete pavement, the rainwater is not filtered underground. Without constant supply of water to the soil, plants are difficult to grow normally. In addition, it is difficult for soil to exchange heat and moisture with air therefore, the temperature and humidity of the Earths surface in large cities cannot be adjusted. This brings the phenomenon of hot island in city. At the same time, the plash on the road during a rainy day reduces the safety of traffic of vehicle and foot passenger. The research on pervious pavement materials has begun in developed countries such as the US and Japan since 1980s. Pervious concrete pavement has been used for over 30 years in England and the United States. Pervious concrete is also widely used in Europe and Japan for roadway applications as a surface course to improve skid resistance and reduce traffic noise. However, the strength of the material is relatively low because of its porosity. The compressive strength of the material can only reach about 20 30MPa. Such materials cannot be used as pavement due to low strength. The pervious concrete can only be applied to squares, footpaths, parking lots, and paths in parks. Using selected aggregates, fine mineral, admixtures, organic intensifiers and by adjusting the concrete mix proportion, strength and abrasion resistance can improve the pervious concrete greatly. Tanushree Sharma | Vijay Meshram | Dr. Abhay Kumar Jha "Study the Properties of Pervious Concrete with RHA, SCBA and Polypropylene Fibre" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5 , August 2022, URL: https://www.ijtsrd.com/papers/ijtsrd50669.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/50669/study-the-properties-of-pervious-concrete-with-rha-scba-and-polypropylene-fibre/tanushree-sharma

1. International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 6 Issue 5, July-August 2022 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD50669 | Volume – 6 | Issue – 5 | July-August 2022 Page 1423
Study the Properties of Pervious Concrete with
RHA, SCBA and Polypropylene Fibre
Tanushree Sharma1
, Vijay Meshram2
, Dr. Abhay Kumar Jha2
1
Research Scholar, 2
Assistant Professor, 3
Associate Professor,
1, 2, 3
Department of Civil Engineering, LNCT, Bhopal, Madhya Pradesh, India
ABSTRACT
Because of the lack of water permeability and air permeability of the
common concrete pavement, the rainwater is not filtered
underground. Without constant supply of water to the soil, plants are
difficult to grow normally. In addition, it is difficult for soil to
exchange heat and moisture with air; therefore, the temperature and
humidity of the Earth's surface in large cities cannot be adjusted. This
brings the phenomenon of hot island in city. At the same time, the
plash on the road during a rainy day reduces the safety of traffic of
vehicle and foot passenger. The research on pervious pavement
materials has begun in developed countries such as the US and Japan
since 1980s. Pervious concrete pavement has been used for over 30
years in England and the United States. Pervious concrete is also
widely used in Europe and Japan for roadway applications as a
surface course to improve skid resistance and reduce traffic noise.
However, the strength of the material is relatively low because of its
porosity. The compressive strength of the material can only reach
about 20 - 30MPa. Such materials cannot be used as pavement due to
low strength. The pervious concrete can only be applied to squares,
footpaths, parking lots, and paths in parks. Using selected aggregates,
fine mineral, admixtures, organic intensifiers and by adjusting the
concrete mix proportion, strength and abrasion resistance can
improve the pervious concrete greatly.
KEYWORDS: permeability, research, compressive strength, concrete
mix, admixtures, parking lots
How to cite this paper: Tanushree
Sharma | Vijay Meshram | Dr. Abhay
Kumar Jha "Study the Properties of
Pervious Concrete with RHA, SCBA
and Polypropylene Fibre" Published in
International Journal
of Trend in
Scientific Research
and Development
(ijtsrd), ISSN: 2456-
6470, Volume-6 |
Issue-5, August
2022, pp.1423-
1425, URL:
www.ijtsrd.com/papers/ijtsrd50669.pdf
Copyright © 2022 by author (s) and
International Journal of Trend in
Scientific Research and Development
Journal. This is an
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distributed under the
terms of the Creative Commons
Attribution License (CC BY 4.0)
(http://creativecommons.org/licenses/by/4.0)
INTRODUCTION
Rice husk ash is air dried and pulverized. Rice husk
ash is waste by product of Thermal power plant. Rice
husk ash by itself has little cementatious value but in
the presence of moistureit reacts chemicallyand forms
cementatious compounds and attributes to the
improvement of strength. Rice husk was incorporated
in concrete as a lightweight material. Rice husk a
major byproduct of the rice milling industry is one of
the most commonly available lingo cellulosic
materials that can be converted to different types of
fuels and chemical feed stocks through a sort of
thermo chemical conversion processes. Rice straw is
an agricultural residue abundantly available in rice
growing countries. The husk surrounds the paddy
grain. During milling of paddy about 78 % of weight
is received as rice, broken rice and bran. Rest 22 % of
the weight of paddy is received as a straw.
This RHA in turn holds back not less than 70%
amorphous silica. Construction industry is one of the
fastest growing sectors in India. Rapid construction
activity and rising need of houses has led to the
shortage of traditional building materials. India is a
major rice producing country,and the husk generated
during milling is mostly employed as a fuel in the
boilers for processing paddy, producing energy
through direct combustion and / or by gasification.
Around 20 milliontonnes of RHA are produced each
year. This RHA is a big environmental threat causing
damage to the body politic and the surrounding area in
which it is dumped. Tons of ways are being thought of
for disposing them by making commercial use of this
RHA.
IJTSRD50669

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OBJECTIVES
1. The goal is to achieve a maximum compressive
strength without inhibiting the permeability
characteristics of the pervious concrete.
2. This will be accomplished through extensive
experiments on test cube created for this purpose.
Experiments include specific gravity tests,
permeability tests, and compression tests.
3. To study the properties of Pervious Concrete
4. To studythe properties of Pervious Concrete with
RHA, SCBA and Nylon fibre.
LITERATURE SURVEY
Kumar (2019) Pervious cement is an uncommon sort
of cement with a high porosity utilized for solid
flatwork applications that permits water from
precipitation and different sources to go
straightforwardly through, in this waydiminishing the
spillover from a site and permitting groundwater
revive. It is likewise called as permeable concrete,
penetrable cement, no fines concrete and permeable
asphalt. Pervious cement is made utilizing huge totals
with practically zero fine totals. The solid glue at that
point coats the totals and enables water to go through
the solid piece. This sortof cement having a high void
substance of about 30%, is getting to be mainstream
these days because of its capability to decrease the
spillover to the seepage frameworks which can give a
water stream rate around 0.34 cm/second. It is a
significant application for reasonable development
and is one of many low effect advancement
strategies utilized by manufacturersto secure water
quality. Pervious cement likewise locate its viable
application in low stacking force stopping asphalts,
pathways, walkways and roadways. The pervious
cement is consideredas an Environmental Protection
Agency (EPA) for giving contamination control,
storm the executives and reasonable improvement. It
is a composite material created by blending bond,
inactive network of sand and rock or squashed stone.
This solid has a light shading and open- cell structure
due to which they don't ingest heat from the sun; they
additionally don't transmit the warmth once more into
the air, which diminishes warming in nature. Pervious
cement has low establishment costs. Moreover, it
channels the tempest water hence decreasing the
quantityof contaminations entering the streams and
lakes. Pervious cement additionally improves the
development of trees. In the present investigation the
conduct of pervious cement has been considered
tentatively. The water-concrete proportion was kept at
various proportions 0.35, 0.40, and 0.45. Various
properties of pervious cement for example
functionality, compressive quality, split elasticity,
flexural quality test at 7, 14 and 28 days have been
considered tentatively. The blend extents with totals
measure (4.75 mm to 10 mm) gives higher quality
when contrasted with blends with totals estimate (10
mm to 20 mm) and (4.75 mm to 20 mm) individually.
Gupta and Tiwari (2020) There is lot of research
work is going in the field of pervious concrete. The
compressive strength of pervious concrete is less
when compared to the conventional concrete due to
its porosity and voids. Hence, the usage of pervious
concrete is limited even though it has lot of
advantages. If the compressive strength of pervious
concrete is increase, then it can be used for more
number of applications RHA, SCBA and nylon fiber
and pervious concrete with RHA, SCBA and
polypropylene fiber. For now, the usage of pervious
concrete is mostly limited to light traffic roads only.
If the properties are improved, then it can also be
used for medium and heavy traffic rigid pavements
also.
METHODOLOGY
Steel Fibre:-Steel fibres have been used in concrete
since the early 1900s. The early fibres were round and
smooth and the wire was cut or chopped to the
required lengths. The use of straight, smooth fibres
has largely disappeared and modern fibres have either
rough surfaces, hooked ends or are crimped or
undulated through their length. Modern commercially
available steel fibres are manufactured from drawn
steel wire, from slit sheet steel or by the melt-
extraction process which produces fibres that have a
crescent-shaped cross section. Typically steel fibres
have equivalent diameters (based on cross sectional
area) of from 0,15 mm to 2 mmand lengths from 7 to
75 mm. Aspect ratios generally range from 20 to 100.
(Aspect ratio is defined as the ratio between fibre
length and its equivalent diameter, which is the
diameter of a circle with an area equal to the cross-
sectional area of the fibre).
Figure. 1. Steel fibres
CONCLUSION
Comparative research in nylon fibre with 6 % RHA
and 6 % SCBA and polypropylene fibre with 6 %

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RHA and 6 % SCBA used in pervious concrete, the
result of polypropylenefibre with 6 % RHA and 6 %
SCBA is more
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