An Experimental Study on Stabilization of Clayey Soil Using SCBA

International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 3 Issue 5, August 2019 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD26443 | Volume – 3 | Issue – 5 | July - August 2019 Page 668
An Experimental Study on
Stabilization of Clayey Soil using SCBA
P. Cheenakesavalu1, P. Praveen Kumar2
2Assistant Professor
1,2Sri Sun Flower Engineering College, Challapali, Lankapalli, Andhra Pradesh, India
How to cite this paper: P.
Cheenakesavalu | P. Praveen Kumar "An
Experimental Study on Stabilization of
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ABSTRACT
In developing countries like India, due to remarkable development in road
infrastructure, soil stabilization has become a major issue in constructional
activity, stabilization is not only a method of altering or modifying of one or
more soil properties to improve the engineering. Characteristics and
performance of soil, but also processing available materialsfortheproduction
of low –cost design and construction. Black cotton soils which expand when
the moisture content of soils is increased the clay mineral Montmorillonite is
main responsible for expansive characteristics of the soil. the expansive soils
called swelling of soils or black cotton soils a large part of south India is
covered with expansive soil another problem with this soil is strength
decreases with increases of the degreeof saturationheavydamagesmayoccur
buildings roads runways pipelines and other structures built on such soils if
proper preventive measures are not a method. The damagescanbeprevented
to a large extent if characteristics of expansive soil properly assessed suitable
measures taken in design construction and maintenance of structures builton
soils. This presents an experimental investigation to study the effect of
sugarcane baggage ash on swelling and shrinkage and mechanical properties
of soil. After finding out the experimental results in the lab to know the
evaluation and performance of baggage ash on the black cotton soil in the
laboratory. Black cotton soil and Sugar cane baggage ash have prepared by
varying of different proportions with respect to dry the density.
INTRODUCTION
Soil improvement is of major concern in the construction
activities due to the rapid growth of urbanization and
industrialization. The term soil improvement is used for the
techniques which improve the index properties and another
engineering characteristic of expansivesoils.Expansivesoils
are worldwide problematic soil which is associated with
large volume change behaviour when it undergoes a change
in the water content. When expansive soils are exposed to
high water content, they exhibit high selling characteristics.
And when the presence of low water content, then it shows
low shear strength. These soils pose several problems tothe
structures due to their volume changes. Among those, black
cotton soil is one type of expansive soils and they show high
swell shrinkage behaviour owing to fluctuating water
content. In India, black cotton soil covers as high as 20% of
the total land area and majorly in central and south India.
They are predominant in the states of Gujarat, Maharashtra,
Madhya Pradesh, Andhra Pradesh, Karnataka and Tamil
Nadu. These soils have high swelling and shrinkage
characteristics and extremely low CBR value and shear
strength. If it should be used as a foundation
Soil Stabilization:
Soil stabilization is the process of improvingtheengineering
properties of the soil and thus making it more stable. It is
required when the soil available for construction is not
suitable for the intended purpose. In its broadest sense,
stabilization includes compaction, pre-consolidation,
drainage and many other such processes.However,theterm
stabilization is generally restricted to the process which
alters the soil material itself for improvement of its
properties. A cementing material or a chemical is added to a
natural soil for the purpose of stabilization. Soilstabilization
is used to reduce the permeability and compressibilityof the
soil mass in earth structures and to increase its shear
strength. Soil stabilizationisrequiredtoincreasethebearing
capacity of foundation soils. However, the main use of
stabilization is to improve the natural soils for the
construction of structures. The principlesof stabilizationare
used for controlling the gradingof soilsandaggregatesinthe
construction of bases and sub-bases of the highways and
airfields.
Soil Stabilization is a procedure where natural or
manufactures additives or blinders are used to improve the
properties of soils. There are several methods have been
used to minimize or eliminate the harmful effects of
expansive or soft clays soils on structures. These methods
included mechanical stabilization, chemical stabilizations,
Thermal stabilization, soil replacement with compaction
control, moisture control, surcharge loading, and use of
geosynthetics etc.
Mechanical Stabilization:
Mechanical stabilization is the process of improving the
properties of the soil by changing its gradation.Twoormore
IJTSRD26443

International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470
types of natural soils are mixed to obtain a composite
material which is superior to any of its components. To
achieve the desired grading, sometimes thesoilswithcoarse
particles are added or the soils with fine particles are
removed. Mechanical stabilization is also known as granular
stabilization.
Under this category, Soil Stabilization can be achieved
through the physical process by altering the physical nature
of native soil particles by either induced vibration or
compaction or by incorporating other physical properties
such as either induced vibration or compaction or by
incorporating other physical properties suchasbarriersand
nailing.
The mechanical stability of the mixed soil depends upon the
following factors.
1. Mechanical strength of the aggregate
2. Mineral Composition
3. Gradation
4. Plasticity characteristics
5. compaction
Use of Mechanical Stabilization is, it is the simplest method
of soil stabilization. It is generally used to improve the
subgrades of low bearing capacity. It is extensively used in
the construction of bases, sub-bases and surfacing of roads.
Chemical stabilization:
In chemical stabilization, soils are stabilized by adding
chemicals. The main advantage of chemical stabilization is
that setting time and curing time can be controlled.it is
however generally more expensive than other types of
stabilization.
The following are the chemical types have been successfully
used
calcium chloride
sodium chloride
sodium silicate
polymers
chrome lignite
Black Cotton Soil:
Rich proportion of montmorillonite is found in Black cotton
soil from mineralogical Analysis. The high percentage of
montmorillonite renders high degree of expansiveness.
These property results cracks in soil without any warning.
These cracks may sometimes Extent to the severe limit like
½” wide and 12” deep. So building to be founded on this soil
May suffer severe damage with the change of atmospheric
conditions. Black cotton soils Are inorganic clays of medium
to high compressibility and form a major soil group in India.
They are characterized by high shrinkage and swelling
properties. This Black Cotton soils occurs mostly in the
central and western parts and covers approximately 20% of
the total area of India. Because of its high swelling and
shrinkage characteristics, the Black cotton soils (BC soils)
have been a challenge to the highway engineers. The Black
Cotton soils are very hard when dry but lose its strength
completely when in wet condition. It is observed that on
drying, the black cotton soil develops cracks of varying
depth. As a result of the wetting and drying process, vertical
movement takes place in the soil mass. These movements
lead to failure of pavement, in the form of settlement heavy
depression, cracking and unevenness.
Fig-1. Black cotton soil
Specific gravity:
To find out the specific gravity, several methods are
available. But in this study Pycnometer test (IS: 2720-1980)
was adopted. Specific gravity is the ratio of the weight of a
given volume of solids to the weight of an equivalent volume
of water.
Mathematically expressed as G s =
Specific gravity of Soil
Where,
W1 = Weight of the empty Container
W2 = Weight of Container + Dry Soil
W3 = Weight of Container + Dry Soil + Water
W4 = Weight of the Container + Water
Fig-2 shows the Determination of Specific Gravity of
the Soil using Pycnometer method

Sieve analysis:
Weight of the Soil taken for test is 1000gm
Table 1: Sieve Analysis
IS Sieve
Weight
Retained (g)
Percentage
Retained (%)
Cumulative
Percentage (%)
Percentage
of Finer (%)
4.75 372 37.2 37.2 62.8
2.36 162 16.2 53.4 46.6
2 98 9.8 63.2 36.8
1 146 14.6 77.8 22.2
0.6 80 8 85.8 14.2
0.425 56 5.6 91.4 8.6
0.3 32 3.2 94.6 5.4
0.15 22 2.2 96.8 3.2
0.09 14 1.4 98.2 1.8
0.075 10 1 99.2 0.8
PAN 4 0.4 99.6 0.4
Graph 1: Sieve Analysis Graph
S. No Observations & Calculations Test 1 Test 2 Test 3 Test 4
1 Number of Blows 32 25 18 12
2 Mass of Empty Container (M1)g 24 32 28 21
3 Mass of Container + Wet Soil (M2)g 62 78 69 72
4 Mass of Container + Dry Soil (M3)g 45 41 34 37
5 Water Content W = (Mw/Md)x100 % 49.62 54.17 56.50 59.23
Graph 2: Liquid limit determination Graph

Table 3: Observation table on Black cotton soil:
Characteristics Value
Color Black
Specific Gravity 2.67
Liquid Limit (%) 52
Plastic Limit (%) 26.7
Plasticity Index (%) 25.3
Classification CH
Optimum Moisture Content (%) 20
Maximum Dry Density (g/cc) 1.58
Unsoaked CBR 2.2
Soaked CBR 1.4
Unconfined Compressive
Strength (kg/cm2)
0.9
Graph 3: Compaction curves for soil samples with 0%,
5%, 10%, 15%and 20% and 25% of SCBA
Table 4: Standard Load values at specified
penetration:
S. No Observation
1 Height of the Mould 150mm
2 The diameter of the Mould 175mm
3 Height of the Spacer Disc 47.7mm
4 Weight of each Surcharge Disc 2.5kg
5 The volume of the Specimen 2470cc
6 Weight of the empty mold 5.839kg
7 Weight of the Rammer Used 4.89kg
8 The freefall of the Rammer Used 450mm
Graph 4: Load Vs Penetration graph for Black Cotton
Soil+5%SCBA (Unsoaked & Soaked)
CONCLUSIONS
In this study, the major properties studied are OMC, MDD,
CBR, UCS, and Consolidation. Based on all investigations on
all samples and when compared with normal soil, the
following conclusions were made
Compaction Test and CBR Test:
In Standard Procter Test, the increase in SCBA
percentage the dry density increases up to 20% and
after the MDD value has been decreasing trend.Though,
a decrease in OMC has been observed with an increase
in SCBA %
Maximum dry density was increased with the addition
SCBA
When 5%,10%,15%,20% SCBA added, higher MDD
observed for 15% of SCBA addition
Both the Unsoaked and soaked condition of CBR were
studied and Peak value was obtained at 15% SCBA in
both conditions.
Unconfined compressive strength:
In UCS, Due to an increase in SCBA percentage the UCS
value having increasing trend with respecttotheparent
soil.
In UCS, Due to an increase in SCBA percentage, the UCS
value has been observed increasing trend up to 20%
after that having a decreasing trend with an increase in
lime content.
Lime not only acts as an activator in this case but also
reduces the plasticity of the soil.
SCBA specimen fails by the formation of vertical cracks.
The Curing period of the mix is a governing parameter
as the chemical reaction of stabilizersisdependsonit.so
it can be concluded that the strength will increase with
the increase in the curing period.
UCS of treated soils was higher than that of untreated
soils.
UCS value of the sample is increased from 0.97 to 8.8
kg/cm2
REFERENCES:
[1] “Experimental Study on Stabilization of Black Cotton
Soil by Fly Ash, Coconut Coir Fiber & Crushed Glass”by
Amit Taiwan, H.K. Mahiyar, International Journal of
Emerging Technology and Advanced Engineering –
IJETAE, ISSN 2250-2459, Volume 4, Issue 11,
November 2014, pg.330-333.
[2] “Effect on Strength Characteristics of Expansive Soil
Using Sisal Fibre and Waste Materials” by Amrutha
Mathew, Dr. Raneesh. K. Y, International Journal of
Science and Research – IJSR, ISSN: 2319-7064, Volume
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[3] “Compressibility Behavior of Black Cotton Soil
Admixed with Lime and Rice Husk Ash” by Dr. A. V.
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P. Ramesh, International Journal of Innovative
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[4] “Consolidation Characteristics of Fly Ash and Lime
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[5] Soil Stabilization by using PHOSPOGYPSUM & Fly ash.
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[6] “Experimental study on black cotton soil with calcium
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[7] “Experimental study on strength behaviour of
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