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Anjali Gupta .et.al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -6) April 2017, pp.54-57
www.ijera.com DOI: 10.9790/9622-0704065457 54 | P a g e
Review Paper on Soil Stabilization by Terrazyme
Anjali Guptaa
, Vishal Saxenab
, Ayush Saxenac
, Mohd. Salmand
, Shamshul
Aarfine
, Avinash Kumarf
a
Btech student, Civil Engineering Department, Graphic Era University, Dehradun
b
Btech student, Civil Engineering Department, Graphic Era University, Dehradun
c
Btech student, Civil Engineering Department, Graphic Era University, Dehradun
d
Btech student, Civil Engineering Department, Graphic Era University, Dehradun
e
Btech student, Civil Engineering Department, Graphic Era University, Dehradun
f
Btech student, Civil Engineering Department, Graphic Era University, Dehradun
ABSTRACT
During construction work soil stability is one of the major problems. Due to lack of strength possessed by soil, it
fails to bear the loads imposed on it during or after the construction. The process involved in soil stabilization
must be eco-friendly, cost effective and efficient. Terrazyme proves to be the best solution for this problem. It is
natural, non-toxic, biodegradable liquid which significantly improves the strength of soil by reducing the voids.
It increases the compaction of soil with minimal compactive efforts and its effect is permanent. This paper deals
with all the information about terrazyme including its working mechanism and effects on different properties of
soil. Advantages and disadvantages of using terrazyme are also mentioned in the paper.
Keyword: Terrazyme, Soil Stabilization, Enzyme, Biodegradable
I. INTRODUCTION
Soil stabilization is the process of
increasing the strength and durability of soil by
altering the physical properties of the soil. It is
necessary for the soil stabilization process to be
cost efficient, eco-friendly and yield optimum
results. For any construction project it is highly
recommended to improve the strength of soil in
order to increase the life of structure [1]. After soil
stabilization Unconfined Compressive Strength
(UCS), California Bearing Ratio (CBR) and Shear
strength of in-situ soil are largely affected and can
increase up to 4-6 times. There are many ways in
which soil stabilization can be done like use of
surfactants, biopolymers, synthetic polymers, co-
polymer based products, cross-linking styrene
acrylic polymers, tree resins, ionic stabilizers, fiber
reinforcement, calcium chloride, calcite, sodium
chloride, magnesium chloride etc. In this project
the enzymatic stabilization is performed with the
particular enzyme i.e. Terrazyme.
II. SOIL STABILIZATION WITH
ENZYME
An enzyme is an organic catalyst that
speeds up a chemical reaction without becoming a
part of the end product. Bio-enzyme is a natural,
non-flammable, non-corrosive and non-toxic liquid
fermented from vegetable extracts. Bio-enzyme is
safe, convenient to use and effectively increases the
compaction of soil thereby increasing the strength.
In present time, bio-enzymes are becoming the
most effectual soil stabilizer due to its low cost,
easy manufacturing, effective results and simple
application techniques [2]. Although enzymes are
initially expensive but as a very small amount is
needed for the required results the overall project
becomes economical [3]. There are many types of
enzymes like renolith, Perma-Zyme, Terrazyme,
Fujibeton etc. each of these enzyme have different
properties and can be used specifically. In this
paper we have discussed in detail about a particular
enzyme- terrazyme].
III. TERRAZYME
Terrazyme is non-toxic, non-corrosive,
non-flammable natural material which is
formulated from vegetable extracts. It is brown in
color with smell of molasses and can be easily used
without the need of masks or gloves [4]. It is easily
mixed with water and for optimal results should be
diluted with optimum moisture content of that soil.
Terrazyme act on the soil to reduce the voids
between soil particles therefore minimizing the
absorbed water in the soil and maximizing
compaction. It reacts with the organic matter
(humid matter) in the soil to form cementatious
material. This decreases the swelling capacity of
the soil particles and reduces permeability by
increasing the chemical bonding between the soil
particles making a permanent structure. This
structure can withstand the effect of weather, wear
and tear, weathering etc. The treated soil becomes
RESEARCH ARTICLE OPEN ACCESS
Anjali Gupta .et.al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -6) April 2017, pp.54-57
www.ijera.com DOI: 10.9790/9622-0704065457 55 | P a g e
water resistant and also resists deformation. The
benefits of mechanical compaction do not degrade
even after reapplication of water. These features are
remarkably evident in fine-grained soils as the
terrazyme mainly reacts with the clay particles. In
road construction the use of terrazyme eliminates
the need of granular base and granular sub base,
therefore making it a popular practice all over the
world.
IV. MECHANISM OF TERRAZYME
Soil (clay) particle is surrounded by a
negatively charged layer making the particle prone
to combine with positive charge in order to
neutralize. It is found that the absorbed water layer
on soil contains sufficient positive metals like Na,
K, Al, Mg etc becoming the reason of the bond
between the negative clay particles and water
molecules. Thus a significant water layer is created
around the soil particles. In order to attain
permanent compaction it is necessary to decrease
or eliminate this water layer. This is exactly what
terrazyme does [5]. Terrazyme reduces the electric
charge in water molecule, thus creating enough
pressure on the positive metal ions to release in
free water. This breaks the electrostatic potential
barrier thereby reducing the absorbed water layer.
Thus the soil particles come closer and attain
greater compaction with lower compactive effort.
Figure No. 1. Mechanism of terrazyme
V. EFFECT OF TERRAZYME
Effect of Terrazyme is different for different
types of soils and varying dosages. Some general
changes on several properties of soil after the addition
of diluted Terrazyme are listed below.
 CBR
CBR is California Bearing Ratio, defined
as the ratio of force per unit area required to
penetrate a soil mass with standard circular piston
to that requires for the corresponding penetration of
standard material. This test is usually needed to
determine the sub-grade strength of the soil in
pavements.
With the addition of terrazyme a significant
increase in the values of both soaked and unsoaked
CBR samples is seen. This is because of the
increased compaction which creates a stronger
bond between the soil particles, helping them to
resist penetration more appreciably. Also with the
increase in curing period of samples with terrazyme
it is seen that the CBR value increases, indicating
more strength provided by the soil with time [6].
 UCS
It stands for unconfined compressive strength.UCS
is the maximum axial compressive stress a right.It
stands for unconfined compressive strength. UCS is
the maximum axial compressive stress a right
cylindrical sample of soil or any other material can
withstand under unconfined (confining stress is
zero) conditions. UCS test basically gives the
strength of the soil so to determine the effect of
terrazyme it is necessary to know the changes on
UCS. After performing various tests on different
types of soils it is seen that with the addition of
terrazyme there is an increase in the unconfined
compressive strength of soil to a great extent. In
some cases UCS has increased as much as 200%
making the enzyme an ideal solution for soil
stabilization [7].
 Consistency limits
The water content at which the soil changes its
state is known as consistency limits. The water
content at which the soil changes its state from
liquid to plastic is known as liquid limit, and when
it changes its state from plastic to semisolid it is
known as plastic limit.
It is seen that with the addition of terrazyme both
the liquid and plastic limits decreases signifying the
denseness of the soil. As the soil particles come
closer after enzyme action, the soil changes its state
at lower water content [8].
Anjali Gupta .et.al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -6) April 2017, pp.54-57
www.ijera.com DOI: 10.9790/9622-0704065457 56 | P a g e
 Compaction
The densification of soil with the help of
mechanical force is known as compaction. For
compaction Standard Proctor Test is performed in
laboratories. In this test optimal moisture content at
maximum dry density for the given soil is
determined.
It is seen that after the addition of terrazyme the
OMC decreases and maximum dry density
increases for the given soil. It indicates that the
voids between the soil particles have decreases and
the soil has achieved greater compaction at
minimal compactive effort [9].
 Permeability
Permeability is the property of soil to allow easy
flow of water through the interconnected voids of
soil.
It is seen that the permeability of terrazyme treated
soil decreases noticeably. It is due to the decrease
in the voids after enzyme action thereby not letting
the water to flow easily through soil.
 Density
Density of soil is defined as the amount of mass per
unit volume of soil. As the main objective of
terrazyme is to reduce the voids, it is obvious that
density of soil will increase after enzyme action. As
the density increases, compaction increases thereby
increasing the strength of soil.
VI. ADVANTAGES
 Eco Friendly- terrazyme is natural and
organic material. As it is non-toxic, it does not
cause any harm to humans, animals or
vegetation. Terrazyme is also biodegradable,
thus it easily decomposes with the soil. There
is no need for safety precautions to be taken
while the application of terrazyme.
 Cost effective- Even though it is expensive
product, it is economical due to its optimum
results and permanent application. There is no
need to treat the soil again after terrazyme
action, thus making the project highly cost
efficient. Also very little amount of terrazyme
is required to achieve required results.
Moreover, as the base and subgrade layers in
case of pavement are eliminated, total cost of
the project reduces considerably.
 Easy handling- as mentioned above it is non-
toxic in nature and does not cause any harm to
human, thus it can be easily used without the
need of gloves and masks.
 Durability- as the effect of terrazyme is
permanent; it stabilizes the soil for longer
period. It is also seen that with time the effect
of terrazyme in increasing the strength of soil
escalates. It makes the soil water proof and the
strength of soil does not decrease even after
saturation of soil.
 Low maintenance cost- as terrazyme is
weather resistant it provides longer durability
of soil and thus reduces the need of frequent
maintenance.
VII. DISADVANTAGES
 Availability of terrazyme- Terrazyme is not
easily available in India and has to be ordered
from the specified agency. As the
transportation of terrazyme takes time, it can
delay the project if not ordered in advance.
 Correct application- As a very small amount
of enzyme is needed for application, it is
important to pour the diluted terrazyme evenly
throughout the soil to get best results.
 Type of soil- Since terrazyme reacts only with
the clay particles it is necessary for the soil to
have higher clay content to get required
results.
VIII. OPTIMUM DOSAGE
Terrazyme dosage entirely depends upon
the type of soil, clay content and plasticity index
of soil. It can be easily acquired from different
research studies according to the soil type. For
example for black cotton soil in pavements
optimum dosage is found to be 200ml/1.5 m3
.
IX. FUTURE SCOPE IN INDIA
There is a very good opportunity in India
for terrazyme due to its advantageous results. It is a
revolutionary technique and can be easily opted as
a prime method for soil stabilization. Due to its
cost effectiveness and higher strength especially in
the case of highways, it is being currently used in
India in Maharashtra, Kerala and Karnataka. But as
for different types of soil different dosages are
required, there is a need for research to be done in
this field.
X. CONCLUSION
 Terrazyme is natural, non-toxic, non-corrosive
biodegradable liquid. It is eco-friendly and
does not pose any harm to the user.
 With the use of Terrazyme the strength of the
soil increases which is evident by the increase
in UCS and CBR values.
 Terrazyme decreases the voids between the
soil particles and thus increases the
compaction and density of the soil.
 Optimum Moisture Content and Consistency
Limits of the soil are decreased due terrazyme
action as it increases the density of soil.
 It makes the soil water resistive by decreasing
the permeability of the soil.
Anjali Gupta .et.al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -6) April 2017, pp.54-57
www.ijera.com DOI: 10.9790/9622-0704065457 57 | P a g e
 Terrazyme reacts with the clay particles only
so before using it, it is necessary to know the
clay content of the soil.
 Effect of terrazyme increases with increase in
time i.e. with time the strength of terrazyme
treated soil increases.
REFERENCE
[1]. Rajoria, Vijay, and Suneet Kaur. "A Review
On Stabilization Of Soil Using Bio-
Enzyme."International Journal of Research
in Engineering and Technology 3.1 (2014)
[2]. Isaac, Kuncheria P., P. B. Biju, and A.
Veeraragavan. "Soil Stabilization using
Bioenzymes for Rural Roads." Seminar on
Integrated Development of Rural and
Arterial Road Network for Socio-Economic
Growth, New Delhi. Vol. 2. 2003.
[3]. Marasteanu, Mihai O., et al. "Preliminary
laboratory investigation of enzyme solutions
as a soil stabilizer." (2005).
[4]. Saini, Venika, and Priyanka Vaishnava.
"Soil Stabilization By Using
Terrazyme." International Journal of
Advances in Engineering & Technology 8.4
(2015): 566.
[5]. Joydeep Sen and Jitendra Prasad Singh
”Stabilization of black cotton soil using bio
enzyme for a highway material”
International Journal Of Inovative Research
in Science, Engineering and
Techonology.4.12(2015)
[6]. Agarwal, Puneet, and Suneet Kaur. "Effect
of Bio-Enzyme Stabilization on Unconfined
Compressive Strength of Expansive
Soil." International Journal of Research in
Engineering and Technology 3.5 (2014): 30-
33.
[7]. Venkatasubramanian, C., and G.
Dhinakaran. "Effect of Bio-Enzymatic Soil
Stabilisation on Uneonfined Compressive
Strength and California Bearing Ratio."
Journal ofEngineering and Applied Sciences
6.5 (2011): 295-298.
[8]. Eujine, Greeshma Nizy, et al. "Enzyme
stabilization of high liquid limit clay." EJGE
19 (2014): 6989-6995.
[9]. Naagesh, Sureka, and S. Gangadhara.
"Swelling properties of bio-enzyme treated
expansive soil." International Journal of
Engineering Studies 2.2 (2010): 155-159.

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Review Paper on Soil Stabilization by Terrazyme

  • 1. Anjali Gupta .et.al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -6) April 2017, pp.54-57 www.ijera.com DOI: 10.9790/9622-0704065457 54 | P a g e Review Paper on Soil Stabilization by Terrazyme Anjali Guptaa , Vishal Saxenab , Ayush Saxenac , Mohd. Salmand , Shamshul Aarfine , Avinash Kumarf a Btech student, Civil Engineering Department, Graphic Era University, Dehradun b Btech student, Civil Engineering Department, Graphic Era University, Dehradun c Btech student, Civil Engineering Department, Graphic Era University, Dehradun d Btech student, Civil Engineering Department, Graphic Era University, Dehradun e Btech student, Civil Engineering Department, Graphic Era University, Dehradun f Btech student, Civil Engineering Department, Graphic Era University, Dehradun ABSTRACT During construction work soil stability is one of the major problems. Due to lack of strength possessed by soil, it fails to bear the loads imposed on it during or after the construction. The process involved in soil stabilization must be eco-friendly, cost effective and efficient. Terrazyme proves to be the best solution for this problem. It is natural, non-toxic, biodegradable liquid which significantly improves the strength of soil by reducing the voids. It increases the compaction of soil with minimal compactive efforts and its effect is permanent. This paper deals with all the information about terrazyme including its working mechanism and effects on different properties of soil. Advantages and disadvantages of using terrazyme are also mentioned in the paper. Keyword: Terrazyme, Soil Stabilization, Enzyme, Biodegradable I. INTRODUCTION Soil stabilization is the process of increasing the strength and durability of soil by altering the physical properties of the soil. It is necessary for the soil stabilization process to be cost efficient, eco-friendly and yield optimum results. For any construction project it is highly recommended to improve the strength of soil in order to increase the life of structure [1]. After soil stabilization Unconfined Compressive Strength (UCS), California Bearing Ratio (CBR) and Shear strength of in-situ soil are largely affected and can increase up to 4-6 times. There are many ways in which soil stabilization can be done like use of surfactants, biopolymers, synthetic polymers, co- polymer based products, cross-linking styrene acrylic polymers, tree resins, ionic stabilizers, fiber reinforcement, calcium chloride, calcite, sodium chloride, magnesium chloride etc. In this project the enzymatic stabilization is performed with the particular enzyme i.e. Terrazyme. II. SOIL STABILIZATION WITH ENZYME An enzyme is an organic catalyst that speeds up a chemical reaction without becoming a part of the end product. Bio-enzyme is a natural, non-flammable, non-corrosive and non-toxic liquid fermented from vegetable extracts. Bio-enzyme is safe, convenient to use and effectively increases the compaction of soil thereby increasing the strength. In present time, bio-enzymes are becoming the most effectual soil stabilizer due to its low cost, easy manufacturing, effective results and simple application techniques [2]. Although enzymes are initially expensive but as a very small amount is needed for the required results the overall project becomes economical [3]. There are many types of enzymes like renolith, Perma-Zyme, Terrazyme, Fujibeton etc. each of these enzyme have different properties and can be used specifically. In this paper we have discussed in detail about a particular enzyme- terrazyme]. III. TERRAZYME Terrazyme is non-toxic, non-corrosive, non-flammable natural material which is formulated from vegetable extracts. It is brown in color with smell of molasses and can be easily used without the need of masks or gloves [4]. It is easily mixed with water and for optimal results should be diluted with optimum moisture content of that soil. Terrazyme act on the soil to reduce the voids between soil particles therefore minimizing the absorbed water in the soil and maximizing compaction. It reacts with the organic matter (humid matter) in the soil to form cementatious material. This decreases the swelling capacity of the soil particles and reduces permeability by increasing the chemical bonding between the soil particles making a permanent structure. This structure can withstand the effect of weather, wear and tear, weathering etc. The treated soil becomes RESEARCH ARTICLE OPEN ACCESS
  • 2. Anjali Gupta .et.al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -6) April 2017, pp.54-57 www.ijera.com DOI: 10.9790/9622-0704065457 55 | P a g e water resistant and also resists deformation. The benefits of mechanical compaction do not degrade even after reapplication of water. These features are remarkably evident in fine-grained soils as the terrazyme mainly reacts with the clay particles. In road construction the use of terrazyme eliminates the need of granular base and granular sub base, therefore making it a popular practice all over the world. IV. MECHANISM OF TERRAZYME Soil (clay) particle is surrounded by a negatively charged layer making the particle prone to combine with positive charge in order to neutralize. It is found that the absorbed water layer on soil contains sufficient positive metals like Na, K, Al, Mg etc becoming the reason of the bond between the negative clay particles and water molecules. Thus a significant water layer is created around the soil particles. In order to attain permanent compaction it is necessary to decrease or eliminate this water layer. This is exactly what terrazyme does [5]. Terrazyme reduces the electric charge in water molecule, thus creating enough pressure on the positive metal ions to release in free water. This breaks the electrostatic potential barrier thereby reducing the absorbed water layer. Thus the soil particles come closer and attain greater compaction with lower compactive effort. Figure No. 1. Mechanism of terrazyme V. EFFECT OF TERRAZYME Effect of Terrazyme is different for different types of soils and varying dosages. Some general changes on several properties of soil after the addition of diluted Terrazyme are listed below.  CBR CBR is California Bearing Ratio, defined as the ratio of force per unit area required to penetrate a soil mass with standard circular piston to that requires for the corresponding penetration of standard material. This test is usually needed to determine the sub-grade strength of the soil in pavements. With the addition of terrazyme a significant increase in the values of both soaked and unsoaked CBR samples is seen. This is because of the increased compaction which creates a stronger bond between the soil particles, helping them to resist penetration more appreciably. Also with the increase in curing period of samples with terrazyme it is seen that the CBR value increases, indicating more strength provided by the soil with time [6].  UCS It stands for unconfined compressive strength.UCS is the maximum axial compressive stress a right.It stands for unconfined compressive strength. UCS is the maximum axial compressive stress a right cylindrical sample of soil or any other material can withstand under unconfined (confining stress is zero) conditions. UCS test basically gives the strength of the soil so to determine the effect of terrazyme it is necessary to know the changes on UCS. After performing various tests on different types of soils it is seen that with the addition of terrazyme there is an increase in the unconfined compressive strength of soil to a great extent. In some cases UCS has increased as much as 200% making the enzyme an ideal solution for soil stabilization [7].  Consistency limits The water content at which the soil changes its state is known as consistency limits. The water content at which the soil changes its state from liquid to plastic is known as liquid limit, and when it changes its state from plastic to semisolid it is known as plastic limit. It is seen that with the addition of terrazyme both the liquid and plastic limits decreases signifying the denseness of the soil. As the soil particles come closer after enzyme action, the soil changes its state at lower water content [8].
  • 3. Anjali Gupta .et.al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -6) April 2017, pp.54-57 www.ijera.com DOI: 10.9790/9622-0704065457 56 | P a g e  Compaction The densification of soil with the help of mechanical force is known as compaction. For compaction Standard Proctor Test is performed in laboratories. In this test optimal moisture content at maximum dry density for the given soil is determined. It is seen that after the addition of terrazyme the OMC decreases and maximum dry density increases for the given soil. It indicates that the voids between the soil particles have decreases and the soil has achieved greater compaction at minimal compactive effort [9].  Permeability Permeability is the property of soil to allow easy flow of water through the interconnected voids of soil. It is seen that the permeability of terrazyme treated soil decreases noticeably. It is due to the decrease in the voids after enzyme action thereby not letting the water to flow easily through soil.  Density Density of soil is defined as the amount of mass per unit volume of soil. As the main objective of terrazyme is to reduce the voids, it is obvious that density of soil will increase after enzyme action. As the density increases, compaction increases thereby increasing the strength of soil. VI. ADVANTAGES  Eco Friendly- terrazyme is natural and organic material. As it is non-toxic, it does not cause any harm to humans, animals or vegetation. Terrazyme is also biodegradable, thus it easily decomposes with the soil. There is no need for safety precautions to be taken while the application of terrazyme.  Cost effective- Even though it is expensive product, it is economical due to its optimum results and permanent application. There is no need to treat the soil again after terrazyme action, thus making the project highly cost efficient. Also very little amount of terrazyme is required to achieve required results. Moreover, as the base and subgrade layers in case of pavement are eliminated, total cost of the project reduces considerably.  Easy handling- as mentioned above it is non- toxic in nature and does not cause any harm to human, thus it can be easily used without the need of gloves and masks.  Durability- as the effect of terrazyme is permanent; it stabilizes the soil for longer period. It is also seen that with time the effect of terrazyme in increasing the strength of soil escalates. It makes the soil water proof and the strength of soil does not decrease even after saturation of soil.  Low maintenance cost- as terrazyme is weather resistant it provides longer durability of soil and thus reduces the need of frequent maintenance. VII. DISADVANTAGES  Availability of terrazyme- Terrazyme is not easily available in India and has to be ordered from the specified agency. As the transportation of terrazyme takes time, it can delay the project if not ordered in advance.  Correct application- As a very small amount of enzyme is needed for application, it is important to pour the diluted terrazyme evenly throughout the soil to get best results.  Type of soil- Since terrazyme reacts only with the clay particles it is necessary for the soil to have higher clay content to get required results. VIII. OPTIMUM DOSAGE Terrazyme dosage entirely depends upon the type of soil, clay content and plasticity index of soil. It can be easily acquired from different research studies according to the soil type. For example for black cotton soil in pavements optimum dosage is found to be 200ml/1.5 m3 . IX. FUTURE SCOPE IN INDIA There is a very good opportunity in India for terrazyme due to its advantageous results. It is a revolutionary technique and can be easily opted as a prime method for soil stabilization. Due to its cost effectiveness and higher strength especially in the case of highways, it is being currently used in India in Maharashtra, Kerala and Karnataka. But as for different types of soil different dosages are required, there is a need for research to be done in this field. X. CONCLUSION  Terrazyme is natural, non-toxic, non-corrosive biodegradable liquid. It is eco-friendly and does not pose any harm to the user.  With the use of Terrazyme the strength of the soil increases which is evident by the increase in UCS and CBR values.  Terrazyme decreases the voids between the soil particles and thus increases the compaction and density of the soil.  Optimum Moisture Content and Consistency Limits of the soil are decreased due terrazyme action as it increases the density of soil.  It makes the soil water resistive by decreasing the permeability of the soil.
  • 4. Anjali Gupta .et.al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -6) April 2017, pp.54-57 www.ijera.com DOI: 10.9790/9622-0704065457 57 | P a g e  Terrazyme reacts with the clay particles only so before using it, it is necessary to know the clay content of the soil.  Effect of terrazyme increases with increase in time i.e. with time the strength of terrazyme treated soil increases. REFERENCE [1]. Rajoria, Vijay, and Suneet Kaur. "A Review On Stabilization Of Soil Using Bio- Enzyme."International Journal of Research in Engineering and Technology 3.1 (2014) [2]. Isaac, Kuncheria P., P. B. Biju, and A. Veeraragavan. "Soil Stabilization using Bioenzymes for Rural Roads." Seminar on Integrated Development of Rural and Arterial Road Network for Socio-Economic Growth, New Delhi. Vol. 2. 2003. [3]. Marasteanu, Mihai O., et al. "Preliminary laboratory investigation of enzyme solutions as a soil stabilizer." (2005). [4]. Saini, Venika, and Priyanka Vaishnava. "Soil Stabilization By Using Terrazyme." International Journal of Advances in Engineering & Technology 8.4 (2015): 566. [5]. Joydeep Sen and Jitendra Prasad Singh ”Stabilization of black cotton soil using bio enzyme for a highway material” International Journal Of Inovative Research in Science, Engineering and Techonology.4.12(2015) [6]. Agarwal, Puneet, and Suneet Kaur. "Effect of Bio-Enzyme Stabilization on Unconfined Compressive Strength of Expansive Soil." International Journal of Research in Engineering and Technology 3.5 (2014): 30- 33. [7]. Venkatasubramanian, C., and G. Dhinakaran. "Effect of Bio-Enzymatic Soil Stabilisation on Uneonfined Compressive Strength and California Bearing Ratio." Journal ofEngineering and Applied Sciences 6.5 (2011): 295-298. [8]. Eujine, Greeshma Nizy, et al. "Enzyme stabilization of high liquid limit clay." EJGE 19 (2014): 6989-6995. [9]. Naagesh, Sureka, and S. Gangadhara. "Swelling properties of bio-enzyme treated expansive soil." International Journal of Engineering Studies 2.2 (2010): 155-159.