IRJET- Review on Stabilization of Soil using Coconut Coir Fibre

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 07 Issue: 02 | Feb 2020 www.irjet.net p-ISSN: 2395-0072
© 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 1467
REVIEW ON STABILIZATION OF SOIL USING COCONUT COIR FIBRE
PROF. SAGAR R. RAUT1, PRANALI S. GADHAWE2, YASH U. INGOLE3
1Assistant Professor, Department of Civil Engineering, JCOET Yavatmal, INDIA
2UG Student, Department of Civil Engineering, JCOET Yavatmal, INDIA
3UG Student, Department of Civil Engineering, JCOET Yavatmal, INDIA
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ABSTRACT:- Soil is very important in civil engineering constructions. The poor engineering properties of the local soils may
present many difficulties for construction and therefore need to improve their engineering properties. Stabilization techniques
can be used to improve the properties of soil. Soil stabilization improves various engineering properties e.g. bearing capacity,
compressibility, strength, and various other properties of soil.
In this research we study the impact of coconut coir fiber to improve the strength of soil. This is aimed at assessing the effects
of coconut coir fiber on the stabilization of poor strength soil using 0, 0.5, 1, 2 and 3% of coconut coir fiber by mass of soil
sample. In order to achieve our research goal, the following laboratory soil tests must have to carry out on the stabilized soil
samples: California Bearing Ratio (CBR), Unconfined Compressive Strength (UCS), Optimum Moisture Content (OMC),
Maximum Dry Density (MDD), and Safe Bearing Capacity (SBC).
1.0 INTRODUCTION
Soil Stabilization is the process of improving the Engineering properties of the soil and thus making it more stable.
However, the term Stabilization is generally restricted to processes which alter the Soil material itself for improvement of its
properties. Several materials have been used as stabilizers which include lime, coconut husk ash, rice husk, bagasse fibers,
chemical additives, coir fibers, and etc. soil stabilization increase the bearing capacity of soil. It helps the black cotton soil to
stay stable.
In India, black cotton soil causes issues related to the durability of engineering structures. Hence, to improve its
bearing capacity it is need to use the other material which perform method on black cotton soil. Thus the use of agricultural
waste materials such as Coir Fiber will considerably reduce the cost of construction and as well reducing the environmental
hazards they cause.
In this study we are studying the nature and behavior of soil with addition of coconut coir fiber. Coconut coir fiber is
obtained from the husk of coconut and belongs to the group of hard structural fibers. The fibrous husks are soaked in pits or in
nets in a slow moving body of water to swell and soften the fibers. The coir is purchased from market. It is the fibrous portion
of the coconut extracted Mainly from the green nut.
Coir extracted consists of rotting the husk in water and removing the organic material binding the fiber. Diameter is
0.5mm. The coir is cut into pieces of 3cm to 5cm, as those percentage remains 0, 0.5, 1, 2, 3%. Laboratory soil tests must have
to carry out on the stabilized soil samples like; California Bearing Ratio (CBR), Unconfined Compressive Strength (UCS),
Optimum Moisture Content (OMC), Maximum Dry Density (MDD), and Safe Bearing Capacity (SBC).
2.0 LITERATURE REVIEW
Shukla Devdatt, Rajan Shikha, Saxena A.K., Jha A.K. (2015) mentioned in his paper that the addition of Coconut coir
Fiber into the Expensive soil has changed the compaction parameters. The OMC of the Expensive soil has decreased and the
maximum dry density (MDD) increased with the addition of Coconut coir Fiber. The soaked CBR values have also increased
significantly with the addition of Coconut coir Fiber content. The addition of 1% Coconut coir Fibre into the Expensive soil,
increase the CBR values from 3.9 % to 8.6 %. Length of fibers has an insignificant effect on this soil characteristic, whereas
Fiber contents proved more influential and effective. Addition of Fiber resulted in decrease in plasticity and increase in
hydraulic conductivity.
T. Subramani, D. Udayakumar (2016), in paper Experimental Study on Stabilization of Clay Soil Using Coir Fiber,
conclude that the coir fiber is a waste material which could be utilized in a stabilization of clay soil. The strength of soil-coir

mix increases with increasing the percentage of coir Fiber. CBR and UCS values of soil-coir Fiber mix increases with increasing
percentage of Fiber. Maximum improvement in U.C.S. and C.B.R. values are observed when 0.5% of coir is mixed with the soil.
It is concluded that proportion of 0.5% coir Fiber in a soil is optimum percentage of materials having maximum soaked CBR
value. Hence, this proportion may be economically used in stabilization of clay soil.
Priyanka, Vishal Kumar and Ved Parkash (2017), mentioned in their research paper Soil Stabilization of Clayey Soil
Using Coir Fibre and Lime that the increase in coir fiber percentage the dry density increases up to 0.25% and after the MDD
value it starts falling. Though, an increase in OMC has been observed with increase in percentage of coir fiber.
Singh and Mittal (2014) conducted an experimental study on clayey soil mixed with varying percentage of coir fiber.
Soil samples for unconfined compression strength (UCS) and California bearing ratio (CBR) tests are prepared at its maximum
dry density corresponding to its optimum moisture content in the CBR mould without and with coir fiber. The percentage of
coir fiber by dry weight of soil is taken as 0.25%, 0.50%, 0.75% and 1% and corresponding to each coir fiber content un-
soaked and soaked CBR and UCS tests are conducted in the laboratory. Tests result indicates that both un-soaked and soaked
CBR value of soil increases with the increase in fiber content. Soaked CBR value increases from 4.75% to 9.22% and un-soaked
CBR value increases from 8.72% to 13.55% of soil mixed with 1% coir fiber. UCS of the soil increases from 2.75 kg/cm² to 6.33
kg/cm² upon addition of 1% randomly distributed coconut fiber. Adding of coconut coir fiber results in less thickness of
pavement due to increase in CBR of mix and reduce the cost of construction and hence economy of the construction of highway
will be achieved. This is because of composite effect of natural fiber changes the brittle behavior of the soil to ductile behavior.
Tiwari and Mahiyar (2014) have tested individual behavior of Fly Ash Crushed Glass & Coconut Coir Fiber with soil,
which shows that for adding 10%, 15%, 20%, 25% & 30% FA with soil produces highest CBR of value 4 at max 25%, after that
curve height decreases gradually. Similarly on adding 3%, 5% & 7% they obtained highest CBR of value 3 .1 at 7% CG after
curves falls down enormously. Also, for adding 0.25%, 0.5%, 0.75%, 1% & 1.25%. of CCR we obtained max curve height at CBR
value of 3.6 after that curve should successive depletion.
3.0 METHODOLOGY
The methodology comprises with the following tests are carried out on the soil sample by adding suitable percentages of
coir fiber such as 0.5, 1, 2 & 3%, and the following laboratory and field tests are carried out as per IS code recommendation:
1) particle size distribution
2) Liquid limit test
3) Plastic limit test
4) Shrinkage limit test
5) Plasticity Index
6) Standard proctor test for optimum moisture & maximum dry density
7) Unconfined compression strength test
8) California bearing ratio
4.0 MATERIAL PROPERTIES
Properties of Coir Fibre:
From the literatures, the different fibre extraction processes yield different but also varying qualities of fibres generally
56-65 per cent long fibres of over150 mm (up to 350 mm staple length) and 5-8 per cent short fibres of under 50 mm. The
fibre fineness varies between 50 and 300 µm. The fibres are composed of individual fibre cells of about 1 mm length and 5-8
µm diameter. The tensile strength of coir is relatively low when compared to sisal or abaca fibres, but it is less impaired by
immersion in water. Coir fibre has the advantage of stretching beyond its elastic limit without rupturing, as well as having the
power to take up a permanent stretch. Its resistance to microbial degradation and salt water is unique.

Table.1: Physical properties of coir fibre
Table.2: Chemical properties of coir fibre
The fibre fineness varies between 50 and 300 µm. The fibres are composed of individual fibre cells of about 1 mm length
and 5-8 µm diameter. The tensile strength of coir is relatively low when compared to sisal or abaca fibres, but it is less
impaired by immersion in water. Coir fibre has the advantage of stretching beyond its elastic limit without rupturing, as well
as having the power to take up a permanent stretch. Its resistance to microbial degradation and salt water is unique.
Conclusion: Coir fiber is a useful biodegradable waste that improves engineering properties of black cotton soil. Further work
can be done on degradation of coir waste. The Engineering properties of soil vary with the addition of coir waste but further
studies need to be conducted before its implementation in the field. Processing of coir waste in usable form is an employment
generation activity in coir fibre manufacturing units and the effective use of coir waste can uplift rural economy and leads to
beneficial effects in engineering construction.
REFERENCES:
[1] Shukla Devdatt, Rajan Shikha, Saxena A.K., Jha A.K. (2015), “Soil Stabilization Using Coconut Coir Fiber” International
Journal for Research in Applied Science & Engineering Technology (IJRASET) Volume 3 Issue IX, September 2015 IC
Value: 13.98 ISSN: 2321-9653.
[2] T. Subramani & D. Udayakumar (2016), Experimental Study on Stabilization of Clay Soil Using Coir Fiber;
International Journal of Application or Innovation in Engineering & Management (IJAIEM) Volume 5, Issue 5, May
2016 ISSN 2319 – 4847.
[3] K. SWAPNA, K. GIRIDHAR (2017), Experimental Investigation of Soil Stabilization by using Coir Fiber, Fly Ash and
CaCl2; International journal on advanced technology and innovative research ISSN 2348–2370 Vol.09, Issue.04,
March-2017.
[4] Priyanka1 Vishal Kumar, & Ved Parkash (2017), Soil Stabilization of Clayey Soil Using Coir Fibre and Lime;
International Journal for Scientific Research & Development| Vol. 5, Issue 01, 2017 | ISSN (online): 2321-0613.
[5] Mittal Shelly and Singh R. R. (2014). Improvement of local subgrade soil for road construction by the use of coconut
coir fiber. IJRET: International Journal of Research in Engineering and Technology, Volume: 03 Issue: 05 | May.

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