Experimental Investigation on Behavior of Pervious Concrete in Strength and Permeability by using RHA, SCBA, Nylon and Polypropylene Fiber

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

Experimental Investigation on Behavior of Pervious
Concrete in Strength and Permeability by using
RHA, SCBA, Nylon and Polypropylene Fiber

Tanushree Sharma’, Vijay Meshram’, Dr. Abhay Kumar Jha”

‘Research Scholar, ? Assistant Professor, 3 Associate Professor,
'? Department of Civil Engineering, LNCT, Bhopal, Madhya Pradesh, India

ABSTRACT

During hydration and hardening, concrete needs to develop certain
physical and chemical properties, among others, mechanical strength,
low permeability to ingress of moisture, and chemical and volume
stability. Concrete has relatively high compressive strength, but
significantly lower tensile strength (about 10% of the compressive
strength). As aresult, concrete always fails from tensile stresses even
when loaded in compression. The practical implication of these facts
is that concrete elements that are subjected to tensile stresses must be
reinforced. Concrete is most often constructed with the addition of
steel bar or fiber reinforcement. The reinforcement can be by bars
(rebar), mesh, or fibres to produce reinforced concrete. Concrete can
also be pre-stressed (reducing tensile stress) using steel cables,
allowing for beams or slabs with a longer span than is practical with
reinforced concrete.

KEYWORDS: hydration,

strength, tensile stresses

concrete, permeability, compressive

INTRODUCTION

How to cite this paper: Tanushree
Sharma | Vijay Meshram | Dr. Abhay
Kumar Jha "Experimental Investigation
on Behavior of Pervious Concrete in
Strength and Permeability by using
RHA, SCBA, Nylon and Polypropylene
Fiber" Published in —~——______—
International Journal |
of Trend in
Scientific Research
and Development
(ijtsrd), ISSN: 2456- |

6470, Volume-6 | IJTSRD50668
Issue-5, August .
2022, pp.1420-1422, URL:

www.ijtsrd.com/papers/ijtsrd50668.pdf

Copyright © 2022 by author (s) and
International Journal of Trend in
Scientific Research and Development
Journal. This is an

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The proper utilization of pervious concrete is a
recognized best management practice by the U.S.
Environmental Protection Agency (EPA) for
providing first flush pollution control and storm-water
management. As regulations further limit storm-water
runoff, it is becoming more expensive for property
owners to develop real estate, due to the size and
expense of the necessary drainage systems.

Pervious concrete reduces the runoff from paved
areas, which reduces the need for separate storm-
water retention ponds and allows the use of smaller
capacity storm sewers. This allows property owners
to develop a larger area of available property at a
lower cost. Pervious concrete also naturally filters
storm water and can reduce pollutant loads entering
into streams, ponds and rivers.

Pervious concrete functions like a storm water
infiltration basin and allows the storm water to

infiltrate the soil over a large area, thus facilitating
recharge of precious groundwater supplies locally.
All of these benefits lead to more effective land use.
Pervious concrete can also reduce the impact of
development on trees. A pervious concrete pavement
allows the transfer of both water and air to root
systems allowing trees to flourish even in highly
developed areas.

OBJECTIVES

1. To study the properties of Pervious Concrete with
RHA, SCBA and polypropylene fibre.

2. To study the Permeability testing of plain
pervious concrete cube.

3. To study the Permeability testing of SCBA, RHA
and fibre mixed pervious concrete cube.

4. Loadings on pervious concrete are also an area of
concern. Existing pervious concrete pavements
are studied.

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5. Data drawn from these pavements are utilized
along with the results of the compression tests to
determine vehicular loadings and volumes that the
pervious concrete can sustain over time.

6. Additionally, pavement thickness design will be
conducted on varying soil types and loadings.

7. As with any research, the experiments performed
are subject to limitations. These limitations are in
regards to the type and size of aggregate used and
the curing process. These restrictions are
discussed further in more detail.

LITERATURE SURVEY

Nawkhare et al. (2018) Nowadays, the main focus of
research is to reduce industrial and agricultural waste
for ecofriendly environment. This experimental study
investigates the strength performance of concrete
using Portland pozzolana Cement and Sugarcane
Bagasse Ash. Initially, bagasse ash samples were
collected and its properties were investigated.
Normal consistency and setting time of the pastes
containing Portland pozzolana cement and sugarcane
bagasse ash at 5%, 10%, 15% & 20% replacement
were investigated. The compressive strength of
concrete block containing Portland pozzolana cement
with bagasse ash at 5%, 10%, 15% & 20%
replacementswere also investigated. The Compressive
strength was evaluated for 7, 14, and 28 days of
curing period. The effect of SCBA %, curing period,
mix ratio on concrete block compressive strength,
were studied and results are incorporated in the paper.
The test result shows that sugarcane bagasse ash
(SCBA) can be used as a partial replacement of
cement upto 10% by weight of cement without any
major loss in strength. Compressive strength was
calculated for7, 14 and 28 days.

Patidar (2018) Pervious solid water penetrability and
compressive quality for the most part rely upon
admixtures, extent of the materials and total sizes.
This paper examines different mix of pervious cement
with admixture (polypropylene fiber), water concrete
proportion and distinctive total sizes. Three total sizes
6mm-10mm, 10mm-20mm and 6mm-10mm-20mm
sizes are taken. For each total size, W/C proportion of
0.30, 0.35, and 0.40 were utilized. The goal of this
exploration is to examine the impact of polypropylene
fiber, variety in total sizes and W/C proportion on
pervious cement. For trial of water penetrability, we
utilized falling head technique. The trial research has
been done to figure void proportion, water
porousness, thickness and compressive quality. In the
event that we increment in W/C proportion found in
compressive quality pervious cement. Compressive
quality of ordinary cement is more prominent than
pervious cement. The void proportion that must be

found in scope of 25% to 32% of pervious cement is
adequate. Thus on the off chance that we utilize little
size of total, porousness of pervious solid will
diminishes. As indicated by examination it was seen
that with utilizing blend (half) total and 0.30 W/C
proportion gives better outcome for pervious cement.
In this examination utilized of polypropylene fiber
gives better outcome for compressive quality of
pervious cement and does not impact on water
penetrability of pervious cement.

METHODOLOGY

Synthetic Fibres:-Synthetic fibres are man-made
fibres resulting from research and development in the
petrochemical and textile industries. There are two
different physical fibre forms: monofilament fibres,
and fibres produced from fibrillated tape. Currently,
there are two different synthetic fibre volumes used in
application, namely low-volume percentage (0.1 to
0.3% by volume) and high-volume percentage (0.4 to
0.8% by volume). Most synthetic fibre applications
are at the 0.1% by volume level. At this level, the
strength of the concrete is considered unaffected and
crack control characteristics are sought. Fibre types
that have been tried in cement concrete matrices
include: acrylic, aramid, carbon, nylon, polyester,
polyethylene and polypropylene.

PP fipee

PH Figee

PGA ET Leer Haha

om SH

it

Figure. 1 Synthetic Fibres

Table: 1 Comparison of Ordinary Portland
cement and Portland Pozzolona Cement
Pervious 7 Days 28 Days
concrete Strength Strength

OPC 5.49 N/mm 12.05 N/mm

PPC 3.48N/mm> 7.18N/mm7

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Table 2 Pervious concrete with 6% RHA + 6% SCBA and %age of Nylon fibre
Pervious

Pervious

Pervious Pervious Pervious

concrete with concrete with | concretewith | concretewith | concrete with
Strength of 6% RHA + 6% RHA+ 6% RHA+ 6% RHA + 6% RHA +
Pervious concrete 6% SCBA 6% SCBA = 6% SCBA 6% SCBA 6% SCBA
and 0.1% and 0.15% — and 0.2% and 0.25% and 0.3%
Nylon fibre Nylonfibre Nylon fibre Nylon fibre Nylonfibre
Average
7 Days (N/mm?) 3.51 3.83 3.71 3.1 3.7
Average
28 Days(N/mm?) 7.19 7TA5 8.1 7.75 7.73

CONCLUSION

>

The compressive strength of pervious concrete
mix with RHA, SCBA and nylon fibre and
pervious concrete mix with RHA, SCBA and
polypropylene fibre is increased as comparison to
the plain pervious concrete.

When we used the 6 % RHA and 6 % SCBA with
nylon fibre and polypropylene fibre in pervious
concrete in various proportion of 0.1%, 0.15%,
0.2%, 0.25% and 0.3% of the weight of concrete,
the result obtained by the compressive strength
of nylon fibre with 6 % RHA and 6 % SCBA and
polypropylene fibre 6 % RHA and 6 % SCBA is
up-to 0.2 % of used result get increased

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