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IJSRD - International Journal for Scientific Research & Development| Vol. 7, Issue 11, 2020 | ISSN (online): 2321-0613
All rights reserved by www.ijsrd.com 109
Review Paper on Improvisation of Typical Soil under the Influence of
Terrazyme and Waste Plastic Cement Bag Strips
Mithilesh Kumar Yadav1 Brajesh Kumar Singh2 Dr. J. P. Tegar3
1,2
M.Tech. Student 3
Professor
1,2,3
Department of Civil & Environmental Engineering
1,2,3
National Institute of Technical Teachers Training & Research, Bhopal (M.P.), India
Abstract— for pavement development necessity of stable
soils in sub-grade and sub-base layers. But due to
unavailability of stable soil some technique are needed to
improve the Geo-technical properties of unstable soil and
which should low in cost, eco-friendly and ideal for
construction of allweather roads. Terrazyme and Waste
plastic cement bag strips proves to be the best features for this
problems. This paper deals with a collection of factual
knowledge about the terrazyme and waste plastic cement bag
strips including its working mechanism and effect of index
properties and CBR value of the typical soil. Benefit and
disadvantages of using terrazyme and Waste plastic cement
bag strips are also mentioned in this review paper.
Keywords: Stabilization, Soil, Boi-Enzyme, Terrazyme,
Cement Plastic bag Strips, Strength Characteristics, CBR
Test, Cost Effective
I. INTRODUCTION
In many part of India lack of stable soil the unstable soil
cannot be disposed and must be used to make it capable
enough by stabilization before construction of pavement on
this surface. There are many ways in which soil stabilization
can be done like lime stabilization, Cement stabilization,
Bitumen stabilization, mechanical stabilization, chemical
stabilization, polymer stabilization and biopolymer
stabilization. The terrazyme and waste plastic cement bag
strips is also one of them. Many researcher used these
materials separately for stabilization. It is considered that a
research can be taken up by using both materials to analyse
the effect on geotechnical properties of and CBR value of
typical soil
II. PLATIC BAG STRIPS
India is a fast growing country, for fulfilling demand of their
needs infrastructure development is very necessary. By the
increase in construction industry demand of cement is
accelerated. Cement is packed in plastic bags. India produces
about 27000 metric tons of cement every year.
For packing this huge amount of cement plastic bags
are used. On an average 54 crore of plastic bags are generated
every year. As we know plastic waste is very much harmful
for our environment. So we need to solve this problem. We
can use this waste as an alternate source of soil stabilizer. This
cement bags can be shredded into small length of strips.
These strips of bags can be used as reinforcement in the soil
sub-grade. This will increase the load bearing capacity of soil.
Also helps in improving the other geotechnical properties of
soil such as permeability and increase the optimum moisture
contain. For using plastic bags strips cement bags can be
collected from RMC plants and from construction site.
III. TERRZAZYME AS ADDITIVE
Terrazyme is a natural, non-toxic, inflammable and non-
corrosive liquid. It is obtained from vegetable extract and
sugar molasses by the process of fermentation. It helps in
improving engineering properties of soil. It also facilitates
better workability of soil and increases stability by the
catalytic reaction. It is manufactured by Nature Plus (under
ISO 9002 procedure). World Bank conducted a test on a
multiple stabilizers across the world in Paraguay, in which
bio enzyme stood first. Based on which 1400 km roads are
specified in Paraguay. It is also accredited by Indian
researchers. Nowadays it is used in our country states like
Goa, Karnataka, Tamil Nadu for the stabilization of sub-
grade soil.
A. Mechanism of Terrazyme
Soil particles are surrounded by a negatively charged layer
which makes the particles to combine with positively charged
particle to neutralize. It has been found that absorbed water
layer on soil contain sufficient positive metallic ions like Na,
K, Al, and Mg etc. This positively charged particles form
bond with clay particles and water molecules. Due to this
water layer is surround the soil particles. For full compaction
we need to decrease or eliminate this water layer. Due to this
phenomenon water eliminated and soil particles come closer
and attains greater compaction with less compactive effort.
The chemical reaction between the terrazyme and the soil
particles can be shown by the below figure.
Fig. 1: Mechanism of Terrazyme
B. Preparation of Terrazyme Solution
 Dose of terrazyme depends upon the type of soil with
clay content and geotechnical properties of soil.
Generally the amount of terrazyme for the silty clay soil
is taken as 200ml for per 2 to 3 m3
of soil. The procedure
for application of terrazyme on soil sub-grade are as:
 Optimum dose of terrazyme is calculated according to
the condition of the soil subgrade soil.
 This amount of terrazyme is mixed with water in water
tank.
 The surface on which terrazyme has to be applied is
sacrify and pulverized.
Review Paper on Improvisation of Typical Soil under the Influence of Terrazyme and Waste Plastic Cement Bag Strips
(IJSRD/Vol. 7/Issue 11/2020/030)
All rights reserved by www.ijsrd.com 110
 After pulverization terrazyme solution is sprayed over it
and mixed with soil metal thoroughly.
 For better result it can be left for 3 to 7 days for curing.
 After this rolling is done to achieve the optimum
moisture content in the soil.
C. Use of Terrazyme in Indian Projects
 Terrazyme is a versatile bio-enzyme which is used by
many international and national construction agencies. In
India it is widely used by following agencies.
 Public Works Department, Maharashtra
 Pradhanmantri Gramin Sadak Yojana program to
construct all weather road.
D. Advantage of Terrazyme
 Terrazyme is an ideal product for construction of all-
weather roads in rural area without any topping.
 The maintenance cost of treated soil road is 7% less than
the normal road.
 The road has undergone all rainy season without any
topping and has replace the conventional granular sub-
base layer and water bound macadam layers.
 Terrazyme increases the CBR value of soil, so this leads
to reduction in thickness of pavement.
 It has good bonding qualities with soil and lowers the
construction cost of road.Roads were constructed in
Chennai, Goa, Karnataka and they are performing well.
E. Disadvantage of Terrazyme
 Availability of Terrazyme is not easily in india and has
to be Orderd from the some specified Company.
 Skilled labour is required for application of terrazyme On
Pavemement Construction.
 Terrazyme react only with the clay particles
 Terrazyme based stablization are little expensive if used
on less clay content soil.
F. Effect of Terrazyme
1) Atterberg limits (Consistency Limits)
Consistency represent relative ease with which a soil can be
deformed. Consistency of clay is Depending on percentage of
water Content, four stage of consistency are used to describe
the state of a clay soil such as solid state, semi solid state,
plastic state and liquid state. The boundary between any two
states is called consistency limit they are also known as
atterberg limits.
It can be seen that the typical soil is treated with
optimum doses of terrazyme consistency index is improved
as Compared to untreated soil.
2) Compaction
Compaction is a process by which the soil particles are
artificially rearranged and packed together into a closer state
of contact by mechanical or chemical means in order to
reduce the the volume of air voids of the soil and increases its
dry density. Many geotechnical researches are carried out in
recent times on chemical based and Waste Plastic bag
improvisation of soil, which has poor engineering properties.
Researches using terrazyme and waste plastic Cement bag
Strips separately for stabilization, the results are increasing.
It is considered that a research can be taken up by using both
terrazyme and waste plastic cement bags to analyses the
effect on engineering properties of soil.
It is seen from the laboratories result after mixing at
Optimum doses of both terrazyme and Waste plastic cement
bag strips the OMC decreases and MDD increases for the
given soil at minimum Compactive effort.
3) Calfornia Bearing Ratio (CBR)
This method is based on the strength parameter of subgrade
soil and subsequent payment material. California bearing
ratio is defined as the ratio of force per unit area required to
penetrate is soil mass with standard circular Piston to that
required for the corresponding penetration of standard
material. This test is usually needed to determine the
submitted strength of the soil improvements. Many
geotechnical researches are carried out in recent times on
chemical based and Waste Plastic bag improvisation of soil,
which has poor load bearing Capacity. Researches using
terrazyme and waste plastic Cement bag Strips separately for
stabilization. The results are increasing. It is considered that
a research can be taken up by using both terrazyme and waste
plastic cement bags to analyses the effect on Strength
Characteristics of soil.
It is seen from the laboratories result after mixing at
Optimum doses of both terrazyme and Waste plastic cement
bag strips. The CBR Value is increasing as Compared to
Virgin Soil.
G. Permeability of Soil
Permeability is a property of a soil by virtue of which it allow
the flow of fluid through it. It is also termed as hydraulic
conductivity. Permeability of coarse grained soil is
comparatively more than that of fine grained soil. There are
various factor affecting the permeability Such as particle size,
specific surface area, void ratio and fluid properties.
It is seen that from test result after mixing of both
terrazyme and waste plastic cement bag strips Permeability is
significantly decreases for given soil because terrazyme
reduces the void ratio of soil.
H. Doses of Terrazyme
Terrazyme doses is depends upon type of soil and its clay
content. For Typical soil Optimum doses is found to be 200
ml / 2 Cubic meter
IV. CONCLUSION
 Terrazyme is eco- friendly and does not any harm to the
users
 Terrazyme and waste plastic cement bag strips are mixed
with Typical Soil the Optimum moisture Content
is decreases and Consistency limit is increases.
 It is also increases the CBR value and Maximum dry
density of soil.
 Terrazyme decrease the voids between the Soil particles
and it makes the soil water resistive by decreasing the
permeability of the Soil.
 Terrazyme enhance soil properties depending upon the
curing period.
Review Paper on Improvisation of Typical Soil under the Influence of Terrazyme and Waste Plastic Cement Bag Strips
(IJSRD/Vol. 7/Issue 11/2020/030)
All rights reserved by www.ijsrd.com 111
V. FUTURE SCOPE OF WORK
 Further studies can be done on the use of terrazyme for
solving the problem created due to rutting and stripping
of the pavement and for use in maintenance of village
roads, silty soil and collapsible soil
 Terrazyme enhance soil properties depending upon the
curing period. So it can be investigated for effect on
curing period for 3 days, 7 days and 14 days. Further
investigation can be done on the resisting water
permeability of soil by using terrazyme.
 Study can be carried out to find the suitable technique to
maximize use of plastic cement bags in soil stabilization.
 Terrazyme also mixed with other soil stabilizer such as
cement, lime, ceramic powder, bitumen and chemicals.
 Terrazyme is also use for construction of gravity dam
ACKNOWLEDGEMENT
The author wish to thank Professor, Dr. J.P. Tegar and Mr.
Bal Gangadhar Sir for their constant motivation and support
during the research work. Their knowledge and guidance at
the time of crisis would be remembered lifelong. We are
grateful for acknowledge and support from department of
Civil and environmental engineering NITTTR, Bhopal.
Finally I want to express very profound gratitude to
my beloved father Mr. Bimal Yadav and to my beloved
mother Mrs. Sunaina Devi their constant guidance,
Corporation, motivation, and support have always keep me
going ahead. I owe a lot of gratitude to them for always being
there for me. This accomplishment would not have been
possible without them.
REFERENCE
[1] Priynaka Konar, Sataunuka Das, Subham Paul, Joyanta
Maity May. “Effect of Randomly Mixing of Waste
Plastic Cement Bag Strips”. International Research
Journal of Engineering and Technology (IRJET), ISSN:
2395-0056 (2018)
[2] Anjali Gupta .et.al. ,. “Review Paper on Soil
Stabilization by Terrazyme”. Int. Journal of Engineering
Research and Application ISSN:2248-9622, pp.54-57
(April 2017)
[3] Hiraman A. Shirsath, Joshi S.R., Dr. Vijay Kumar
Sharma,. “Effect of Bio- Enzyme (Terrazyme) on the
Properties of Sub Grade Soil of Road”. International
Research Journal in Science and Engineering (IRJET),
ISSN(O): 2454-9665 (March 2017)
[4] Edeh J., Agbede I., and Tyoyila A. “ Evaluation of
Sawdust Ash-Stabilized Laterite Soil as Highway
Pavement Mtaerials” . Journal of Materials in Civil
Engineering. (2014).
[5] Rifai and Yasufuku N., “ Effect of Volcanic Ash
Utilization as Substitution Material for Soil Stabilization
in View Point of Geo-Environment” . Ground and
Geosynthetics: pp. 138-147 (2014).
[6] Vizcarra G.O.C., Casagrande M.D.T. and Da
MottaL.M.G. “ Applicability of Municipal Solid Waste
Incineration Ash on Base Layers of Pavement” Journal
of Materials in Civil Engineering -26(6), 06014005
(2013).
[7] Muntohar A., Widianti A, Hartono E and Diana W,. “
Engineering properties of Silty Soil Stabilized with Lime
and Rice Husk ash and Reinforced with Waste Plastic
Fiber” . Journal of Materials in Civil Engineering- 25(9),
1260-1270. (2013)
[8] Ransinchung G.D., Kumar p., Anupam A.K. and Sharma
P., “ Evolution of Efficacy of Fines Obtained from
Demolished Concrete Slab as a Soil Stabilizer” . IRC
Highway Research journal.(2013)
[9] Yadu L and Tripathi R.K., “ Stabilization of Soft Soil
with Granulated Blast Furnace Slag and Fly Ash” .
International Journal of Research in Engineering and
Technology, Volume 2, issue2 (2013).
[10]Chaudhari A., Jha J. and Gill K., “ Utilization of Plastic
Waste for improving the subgardes in flexible
pavement” . Paving Materials and Paving Analysis, pp.
320-326(2010).
[11]Rao A. and Shridevi G., “ Utilization of Industrial Waste
in Pavements Laid Over Expansive Clay Subgades” .
Geo-frontiers: pp. 4418-4427(2011).
[12]Hopibulsuk S., Phetchuay C. and Chinkul Kijniwat A.,
“ Soil Stabilization by Calcium Carbide Residue and
Flyash. Journal of Materials in Civil engineering. 24(2)
184-193 (2012).

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IJSRDV7I110122.pdf

  • 1. IJSRD - International Journal for Scientific Research & Development| Vol. 7, Issue 11, 2020 | ISSN (online): 2321-0613 All rights reserved by www.ijsrd.com 109 Review Paper on Improvisation of Typical Soil under the Influence of Terrazyme and Waste Plastic Cement Bag Strips Mithilesh Kumar Yadav1 Brajesh Kumar Singh2 Dr. J. P. Tegar3 1,2 M.Tech. Student 3 Professor 1,2,3 Department of Civil & Environmental Engineering 1,2,3 National Institute of Technical Teachers Training & Research, Bhopal (M.P.), India Abstract— for pavement development necessity of stable soils in sub-grade and sub-base layers. But due to unavailability of stable soil some technique are needed to improve the Geo-technical properties of unstable soil and which should low in cost, eco-friendly and ideal for construction of allweather roads. Terrazyme and Waste plastic cement bag strips proves to be the best features for this problems. This paper deals with a collection of factual knowledge about the terrazyme and waste plastic cement bag strips including its working mechanism and effect of index properties and CBR value of the typical soil. Benefit and disadvantages of using terrazyme and Waste plastic cement bag strips are also mentioned in this review paper. Keywords: Stabilization, Soil, Boi-Enzyme, Terrazyme, Cement Plastic bag Strips, Strength Characteristics, CBR Test, Cost Effective I. INTRODUCTION In many part of India lack of stable soil the unstable soil cannot be disposed and must be used to make it capable enough by stabilization before construction of pavement on this surface. There are many ways in which soil stabilization can be done like lime stabilization, Cement stabilization, Bitumen stabilization, mechanical stabilization, chemical stabilization, polymer stabilization and biopolymer stabilization. The terrazyme and waste plastic cement bag strips is also one of them. Many researcher used these materials separately for stabilization. It is considered that a research can be taken up by using both materials to analyse the effect on geotechnical properties of and CBR value of typical soil II. PLATIC BAG STRIPS India is a fast growing country, for fulfilling demand of their needs infrastructure development is very necessary. By the increase in construction industry demand of cement is accelerated. Cement is packed in plastic bags. India produces about 27000 metric tons of cement every year. For packing this huge amount of cement plastic bags are used. On an average 54 crore of plastic bags are generated every year. As we know plastic waste is very much harmful for our environment. So we need to solve this problem. We can use this waste as an alternate source of soil stabilizer. This cement bags can be shredded into small length of strips. These strips of bags can be used as reinforcement in the soil sub-grade. This will increase the load bearing capacity of soil. Also helps in improving the other geotechnical properties of soil such as permeability and increase the optimum moisture contain. For using plastic bags strips cement bags can be collected from RMC plants and from construction site. III. TERRZAZYME AS ADDITIVE Terrazyme is a natural, non-toxic, inflammable and non- corrosive liquid. It is obtained from vegetable extract and sugar molasses by the process of fermentation. It helps in improving engineering properties of soil. It also facilitates better workability of soil and increases stability by the catalytic reaction. It is manufactured by Nature Plus (under ISO 9002 procedure). World Bank conducted a test on a multiple stabilizers across the world in Paraguay, in which bio enzyme stood first. Based on which 1400 km roads are specified in Paraguay. It is also accredited by Indian researchers. Nowadays it is used in our country states like Goa, Karnataka, Tamil Nadu for the stabilization of sub- grade soil. A. Mechanism of Terrazyme Soil particles are surrounded by a negatively charged layer which makes the particles to combine with positively charged particle to neutralize. It has been found that absorbed water layer on soil contain sufficient positive metallic ions like Na, K, Al, and Mg etc. This positively charged particles form bond with clay particles and water molecules. Due to this water layer is surround the soil particles. For full compaction we need to decrease or eliminate this water layer. Due to this phenomenon water eliminated and soil particles come closer and attains greater compaction with less compactive effort. The chemical reaction between the terrazyme and the soil particles can be shown by the below figure. Fig. 1: Mechanism of Terrazyme B. Preparation of Terrazyme Solution  Dose of terrazyme depends upon the type of soil with clay content and geotechnical properties of soil. Generally the amount of terrazyme for the silty clay soil is taken as 200ml for per 2 to 3 m3 of soil. The procedure for application of terrazyme on soil sub-grade are as:  Optimum dose of terrazyme is calculated according to the condition of the soil subgrade soil.  This amount of terrazyme is mixed with water in water tank.  The surface on which terrazyme has to be applied is sacrify and pulverized.
  • 2. Review Paper on Improvisation of Typical Soil under the Influence of Terrazyme and Waste Plastic Cement Bag Strips (IJSRD/Vol. 7/Issue 11/2020/030) All rights reserved by www.ijsrd.com 110  After pulverization terrazyme solution is sprayed over it and mixed with soil metal thoroughly.  For better result it can be left for 3 to 7 days for curing.  After this rolling is done to achieve the optimum moisture content in the soil. C. Use of Terrazyme in Indian Projects  Terrazyme is a versatile bio-enzyme which is used by many international and national construction agencies. In India it is widely used by following agencies.  Public Works Department, Maharashtra  Pradhanmantri Gramin Sadak Yojana program to construct all weather road. D. Advantage of Terrazyme  Terrazyme is an ideal product for construction of all- weather roads in rural area without any topping.  The maintenance cost of treated soil road is 7% less than the normal road.  The road has undergone all rainy season without any topping and has replace the conventional granular sub- base layer and water bound macadam layers.  Terrazyme increases the CBR value of soil, so this leads to reduction in thickness of pavement.  It has good bonding qualities with soil and lowers the construction cost of road.Roads were constructed in Chennai, Goa, Karnataka and they are performing well. E. Disadvantage of Terrazyme  Availability of Terrazyme is not easily in india and has to be Orderd from the some specified Company.  Skilled labour is required for application of terrazyme On Pavemement Construction.  Terrazyme react only with the clay particles  Terrazyme based stablization are little expensive if used on less clay content soil. F. Effect of Terrazyme 1) Atterberg limits (Consistency Limits) Consistency represent relative ease with which a soil can be deformed. Consistency of clay is Depending on percentage of water Content, four stage of consistency are used to describe the state of a clay soil such as solid state, semi solid state, plastic state and liquid state. The boundary between any two states is called consistency limit they are also known as atterberg limits. It can be seen that the typical soil is treated with optimum doses of terrazyme consistency index is improved as Compared to untreated soil. 2) Compaction Compaction is a process by which the soil particles are artificially rearranged and packed together into a closer state of contact by mechanical or chemical means in order to reduce the the volume of air voids of the soil and increases its dry density. Many geotechnical researches are carried out in recent times on chemical based and Waste Plastic bag improvisation of soil, which has poor engineering properties. Researches using terrazyme and waste plastic Cement bag Strips separately for stabilization, the results are increasing. It is considered that a research can be taken up by using both terrazyme and waste plastic cement bags to analyses the effect on engineering properties of soil. It is seen from the laboratories result after mixing at Optimum doses of both terrazyme and Waste plastic cement bag strips the OMC decreases and MDD increases for the given soil at minimum Compactive effort. 3) Calfornia Bearing Ratio (CBR) This method is based on the strength parameter of subgrade soil and subsequent payment material. California bearing ratio is defined as the ratio of force per unit area required to penetrate is soil mass with standard circular Piston to that required for the corresponding penetration of standard material. This test is usually needed to determine the submitted strength of the soil improvements. Many geotechnical researches are carried out in recent times on chemical based and Waste Plastic bag improvisation of soil, which has poor load bearing Capacity. Researches using terrazyme and waste plastic Cement bag Strips separately for stabilization. The results are increasing. It is considered that a research can be taken up by using both terrazyme and waste plastic cement bags to analyses the effect on Strength Characteristics of soil. It is seen from the laboratories result after mixing at Optimum doses of both terrazyme and Waste plastic cement bag strips. The CBR Value is increasing as Compared to Virgin Soil. G. Permeability of Soil Permeability is a property of a soil by virtue of which it allow the flow of fluid through it. It is also termed as hydraulic conductivity. Permeability of coarse grained soil is comparatively more than that of fine grained soil. There are various factor affecting the permeability Such as particle size, specific surface area, void ratio and fluid properties. It is seen that from test result after mixing of both terrazyme and waste plastic cement bag strips Permeability is significantly decreases for given soil because terrazyme reduces the void ratio of soil. H. Doses of Terrazyme Terrazyme doses is depends upon type of soil and its clay content. For Typical soil Optimum doses is found to be 200 ml / 2 Cubic meter IV. CONCLUSION  Terrazyme is eco- friendly and does not any harm to the users  Terrazyme and waste plastic cement bag strips are mixed with Typical Soil the Optimum moisture Content is decreases and Consistency limit is increases.  It is also increases the CBR value and Maximum dry density of soil.  Terrazyme decrease the voids between the Soil particles and it makes the soil water resistive by decreasing the permeability of the Soil.  Terrazyme enhance soil properties depending upon the curing period.
  • 3. Review Paper on Improvisation of Typical Soil under the Influence of Terrazyme and Waste Plastic Cement Bag Strips (IJSRD/Vol. 7/Issue 11/2020/030) All rights reserved by www.ijsrd.com 111 V. FUTURE SCOPE OF WORK  Further studies can be done on the use of terrazyme for solving the problem created due to rutting and stripping of the pavement and for use in maintenance of village roads, silty soil and collapsible soil  Terrazyme enhance soil properties depending upon the curing period. So it can be investigated for effect on curing period for 3 days, 7 days and 14 days. Further investigation can be done on the resisting water permeability of soil by using terrazyme.  Study can be carried out to find the suitable technique to maximize use of plastic cement bags in soil stabilization.  Terrazyme also mixed with other soil stabilizer such as cement, lime, ceramic powder, bitumen and chemicals.  Terrazyme is also use for construction of gravity dam ACKNOWLEDGEMENT The author wish to thank Professor, Dr. J.P. Tegar and Mr. Bal Gangadhar Sir for their constant motivation and support during the research work. Their knowledge and guidance at the time of crisis would be remembered lifelong. We are grateful for acknowledge and support from department of Civil and environmental engineering NITTTR, Bhopal. Finally I want to express very profound gratitude to my beloved father Mr. Bimal Yadav and to my beloved mother Mrs. Sunaina Devi their constant guidance, Corporation, motivation, and support have always keep me going ahead. I owe a lot of gratitude to them for always being there for me. This accomplishment would not have been possible without them. REFERENCE [1] Priynaka Konar, Sataunuka Das, Subham Paul, Joyanta Maity May. “Effect of Randomly Mixing of Waste Plastic Cement Bag Strips”. International Research Journal of Engineering and Technology (IRJET), ISSN: 2395-0056 (2018) [2] Anjali Gupta .et.al. ,. “Review Paper on Soil Stabilization by Terrazyme”. Int. Journal of Engineering Research and Application ISSN:2248-9622, pp.54-57 (April 2017) [3] Hiraman A. Shirsath, Joshi S.R., Dr. Vijay Kumar Sharma,. “Effect of Bio- Enzyme (Terrazyme) on the Properties of Sub Grade Soil of Road”. International Research Journal in Science and Engineering (IRJET), ISSN(O): 2454-9665 (March 2017) [4] Edeh J., Agbede I., and Tyoyila A. “ Evaluation of Sawdust Ash-Stabilized Laterite Soil as Highway Pavement Mtaerials” . Journal of Materials in Civil Engineering. (2014). [5] Rifai and Yasufuku N., “ Effect of Volcanic Ash Utilization as Substitution Material for Soil Stabilization in View Point of Geo-Environment” . Ground and Geosynthetics: pp. 138-147 (2014). [6] Vizcarra G.O.C., Casagrande M.D.T. and Da MottaL.M.G. “ Applicability of Municipal Solid Waste Incineration Ash on Base Layers of Pavement” Journal of Materials in Civil Engineering -26(6), 06014005 (2013). [7] Muntohar A., Widianti A, Hartono E and Diana W,. “ Engineering properties of Silty Soil Stabilized with Lime and Rice Husk ash and Reinforced with Waste Plastic Fiber” . Journal of Materials in Civil Engineering- 25(9), 1260-1270. (2013) [8] Ransinchung G.D., Kumar p., Anupam A.K. and Sharma P., “ Evolution of Efficacy of Fines Obtained from Demolished Concrete Slab as a Soil Stabilizer” . IRC Highway Research journal.(2013) [9] Yadu L and Tripathi R.K., “ Stabilization of Soft Soil with Granulated Blast Furnace Slag and Fly Ash” . International Journal of Research in Engineering and Technology, Volume 2, issue2 (2013). [10]Chaudhari A., Jha J. and Gill K., “ Utilization of Plastic Waste for improving the subgardes in flexible pavement” . Paving Materials and Paving Analysis, pp. 320-326(2010). [11]Rao A. and Shridevi G., “ Utilization of Industrial Waste in Pavements Laid Over Expansive Clay Subgades” . Geo-frontiers: pp. 4418-4427(2011). [12]Hopibulsuk S., Phetchuay C. and Chinkul Kijniwat A., “ Soil Stabilization by Calcium Carbide Residue and Flyash. Journal of Materials in Civil engineering. 24(2) 184-193 (2012).