The exploration is completed to test the geotechnical property of pond ash and bottom ash. The specimens were acquired from Vijayawada Thermal Power Station (VTPS).They are all around view as overabundance, organized gathered in lakes. Reutilization of these waste constituents in planning applications that need far reaching sizes of fill or refill materials, for instance, dams and holding structures, is important. Besides, of ash ordinary materials and stipends speculation stores on each region acquisition and exchange operations. Objective: To test the geotechnical properties of pond ash and bottom ash for economic alternative of Construction of fills and backfill materials. Methodology: The materials are acquired from V.T.P.S Vijayawada. The materials were kept for dried in oven at the temperature of 105-1100 C. The tests performed are specific gravity, sieve analysis, light compaction. Findings: The outcome obtainable in this paper illustrate that pond ash and bottom ash take possessions that permit their usage in place of conventional resources in the construction of fills and backfills.

1. http://www.iaeme.com/IJCIET/index.asp 287 editor@iaeme.com
International Journal of Civil Engineering and Technology (IJCIET)
Volume 8, Issue 1, January 2017, pp. 287–290, Article ID: IJCIET_08_01_031
Available online at http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=1
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
© IAEME Publication
EVALUATION OF GEOTECHNICAL PROPERTIES OF
POND ASH FOR ECONOMIC ALTERNATIVE
CONSTRUCTION MATERIALS FOR FILLS
Mohammad Fariyaz Ahmed
M. Tech Student, Construction Technology and Management,
KL University, Vaddeswaram, A.P
SS. Asadi
Associate Dean-Academics, Department of Civil Engineering,
K L University, Vaddeswaram-522502, Andhra Pradesh, India
S. Srikanth Reddy
Assistant Professor, Civil Department KL University, Vaddeswaram, A.P,
ABSTRACT
The exploration is completed to test the geotechnical property of pond ash and bottom ash. The
specimens were acquired from Vijayawada Thermal Power Station (VTPS).They are all around
view as overabundance, organized gathered in lakes. Reutilization of these waste constituents in
planning applications that need far reaching sizes of fill or refill materials, for instance, dams and
holding structures, is important. Besides, of ash ordinary materials and stipends speculation stores
on each region acquisition and exchange operations.
Objective: To test the geotechnical properties of pond ash and bottom ash for economic
alternative of Construction of fills and backfill materials.
Methodology: The materials are acquired from V.T.P.S Vijayawada. The materials were kept
for dried in oven at the temperature of 105-1100
C. The tests performed are specific gravity, sieve
analysis, light compaction.
Findings: The outcome obtainable in this paper illustrate that pond ash and bottom ash take
possessions that permit their usage in place of conventional resources in the construction of fills
and backfills.
Key words: VTPS (Vijayawada Thermal Power Station), Pond ash, Bottom ash, structural fill.
Cite this Article: Mohammad Fariyaz Ahmed, SS. Asadi and S. Srikanth Reddy, Evaluation of
Geotechnical properties of Pond Ash For Economic Alternative Construction Materials For Fills.
International Journal of Civil Engineering and Technology, 8(1), 2017, pp. 287–290.
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=1
1. INTRODUCTION
The measure of coal ignition residue(CCR) that was released by changed generation lines moreover warm
power plants was extending all through the planet and the exchange of CCR has transformed into an

2. Mohammad Fariyaz Ahmed, SS. Asadi and S. Srikanth Reddy
http://www.iaeme.com/IJCIET/index.
immense issue in light of enthusiasm of tremendous surfa
advancement materials, fundamental fill materials, et cetera. Coal red hot flotsam and jetsam is a by
created from the system for coal smoldering, at a high temperature of more than 16000C at the coal let go
power plants. The high temperature of bursting coal turns the mud minerals present inside the coal powder
into consolidated firm particles mostly including aluminum salt. Right when powdered coal is bum to
make warm, the store contains 80 offer fly searin
searing garbage is occupied by fuel gas assembled at economizer, a pre hotter and ESP compartments
thunder the evaporator is known as base ash. Around 30 % of all coal red hot trash is dealt with wet and
disposed of as ponded powder. Ponded powder is perhaps useable, however variable in its qualities as an
eventual outcome of its method for exchange. Base fiery remains has been used as a part of the past as a
substitute for fine aggregates in concrete.
material contrasted with regular soil. The advancement of choices for reusing modern by
extent brings ecological and monetary favo
remaining by-results of coal blazing en route for turn out power.
2. MATERIALS USED AND METHODOLO
The materials utilized are base powder andpond fiery debris. The materials are gained from V.T.P.S
Vijayawada. The materials were kept for dried in
was sieved utilizing two millimetre strainer the fabric going through two millimetre sifter was used in trial
workSome of the engineering property
2.1. Specific Gravity
The test of pond ash and bottom ashexistedresolute as per IS: 2720 (Part III section 1) 1980.
given in below.
Description
Specific gravity
2.2. Sieve Analysis
Sieve analysis of pond ash consists of particle typically of fine sand.
sand. The Sizes of ashes frequently rest on upon the measure of crushing of coal.
Figure 1
Mohammad Fariyaz Ahmed, SS. Asadi and S. Srikanth Reddy
IJCIET/index.asp 288
immense issue in light of enthusiasm of tremendous surface district. CCR can be used monetarily as
advancement materials, fundamental fill materials, et cetera. Coal red hot flotsam and jetsam is a by
created from the system for coal smoldering, at a high temperature of more than 16000C at the coal let go
power plants. The high temperature of bursting coal turns the mud minerals present inside the coal powder
into consolidated firm particles mostly including aluminum salt. Right when powdered coal is bum to
make warm, the store contains 80 offer fly searing flotsam and jetsam and twenty offer base ash. The
searing garbage is occupied by fuel gas assembled at economizer, a pre hotter and ESP compartments
thunder the evaporator is known as base ash. Around 30 % of all coal red hot trash is dealt with wet and
disposed of as ponded powder. Ponded powder is perhaps useable, however variable in its qualities as an
eventual outcome of its method for exchange. Base fiery remains has been used as a part of the past as a
substitute for fine aggregates in concrete. Pond ash and bottom ash is a light weight and self
material contrasted with regular soil. The advancement of choices for reusing modern by
extent brings ecological and monetary favorable circumstances. Pond as has well as
results of coal blazing en route for turn out power.
S USED AND METHODOLOGY
The materials utilized are base powder andpond fiery debris. The materials are gained from V.T.P.S
Vijayawada. The materials were kept for dried in stove at the temperature of 105
was sieved utilizing two millimetre strainer the fabric going through two millimetre sifter was used in trial
Some of the engineering property of pond ash and bottom ash are:-
pond ash and bottom ashexistedresolute as per IS: 2720 (Part III section 1) 1980.
Table 1 Specific Gravity Results
Pond Ash Bottom Ash
1.7
of pond ash consists of particle typically of fine sand. Bottom ash consists poorly graded
sand. The Sizes of ashes frequently rest on upon the measure of crushing of coal.
Figure 1 Bottom Ash Sieve Analysis Curve
Mohammad Fariyaz Ahmed, SS. Asadi and S. Srikanth Reddy
editor@iaeme.com
ce district. CCR can be used monetarily as
advancement materials, fundamental fill materials, et cetera. Coal red hot flotsam and jetsam is a by-thing
created from the system for coal smoldering, at a high temperature of more than 16000C at the coal let go
power plants. The high temperature of bursting coal turns the mud minerals present inside the coal powder
into consolidated firm particles mostly including aluminum salt. Right when powdered coal is bum to
g flotsam and jetsam and twenty offer base ash. The
searing garbage is occupied by fuel gas assembled at economizer, a pre hotter and ESP compartments
thunder the evaporator is known as base ash. Around 30 % of all coal red hot trash is dealt with wet and
disposed of as ponded powder. Ponded powder is perhaps useable, however variable in its qualities as an
eventual outcome of its method for exchange. Base fiery remains has been used as a part of the past as a
is a light weight and self-depleting
material contrasted with regular soil. The advancement of choices for reusing modern by-items to a great
as well as Bottom ash are the
The materials utilized are base powder andpond fiery debris. The materials are gained from V.T.P.S
stove at the temperature of 105-1100 C. At that point it
was sieved utilizing two millimetre strainer the fabric going through two millimetre sifter was used in trial
pond ash and bottom ashexistedresolute as per IS: 2720 (Part III section 1) 1980. The values are
Bottom Ash
2.2
Bottom ash consists poorly graded
sand. The Sizes of ashes frequently rest on upon the measure of crushing of coal.

3. Evaluation of Geotechnical properties
http://www.iaeme.com/IJCIET/index.
2.3. Atterberg Limits
It was not likely to locate the plastic limit,
ash and pond ash is non-plastic in personality.
2.4. Compaction of Bottom Ash
The Compaction individuality of bottom ash
-1980 and IS: 2720 (Part VIII)-1980.
Description
Moisture content (%)
Dry density
Figure 3
properties of Pond Ash For Economic Alternative Construction Materials For Fills
IJCIET/index.asp 289
Figure 2 Pond Ash Sieve Analysis Curve
plastic limit, liquid limit of bottom ash and pond ash signifying that bottom
plastic in personality.
sh
mpaction individuality of bottom ashoriginate by Light Compaction tests as per IS: 2720 (part VII)
1980. The moisture content and dry density are given in table below.
Table 2 Compaction Results
Description Bottom ash
Moisture content (%) 13.71
Dry density (g/cc) 0.8
Figure 3 Light compaction of Bottom Ash
f Pond Ash For Economic Alternative Construction Materials For Fills
editor@iaeme.com
liquid limit of bottom ash and pond ash signifying that bottom
ompaction tests as per IS: 2720 (part VII)
The moisture content and dry density are given in table below.

4. Mohammad Fariyaz Ahmed, SS. Asadi and S. Srikanth Reddy
http://www.iaeme.com/IJCIET/index.asp 290 editor@iaeme.com
3. CONCLUSIONS
1. The huge properties of base fiery debris remains resemble those of trademark sand with atom sizes running
from well shake to well sand with little rates of residue and earth assessed particles and it is incapably
assessed sand.
2. The physical properties of lake powder have the most important silt/earth fragment
3. Lake cinder had most important residue and earth assessed particles however base fiery remains has coarse
particles when appear differently in relation to lake powder.
4. So base cinder can be used as trim material appeared differently in relation to lake slag.
5. On the off chance that specific surface extent grows, the case may be a risk to the earth, as more parts or
defilements get adsorbed on its surface. Further, in light of wealth or sequestration of those segments, all the
all the more depleting of the same will happen in watery circumstances.
6. It gives answer for exchange issue moreover money related other choice to the usage of routine materials.
REFERENCES
[1] Bera, A. K., Ghosh, A. and Ghosh , A. Compaction Characteristics of Pond Ash, Journal of Materials in
Civil Engineering @ ASCE,(2007)
[2] Mr. PrasenjitGhosh and Sudha Goel, Physical and Chemical Characterization of Pond Ash, International
Journal of Environmental Research and Development ISSN 2249-3131 Volume 4, Number 2 (2014)
[3] BumjooKim ; Monica Prezzi ; Rodrigo salgado, Geotechnical properties of fly and bottom ash mixtures
for use in Highway Embankments, Journal of Geotechnical and Geo environmental Engineering @
ASCE,(2005).
[4] Dr. V.S Pradeepan, V.P Reethi and N. Namitha, Effect of Diesel Contamination on Geotechnical
Properties of Clay Near BPCL, International Journal of Civil Engineering and Technology, 7(2), 2016,
pp. 152–158.
[5] Kamal R. Mauff, Muhsen O. Khalif, Rand S. Al-Salami and Amer A. Lefta. The Effect of geotechnical
Properties on the Bearing Capacity of Selected Soils in Al – Najaf Governorate-Iraq. International
Journal of Civil Engineering and Technology, 8(1), 2017, pp. 222–233
[6] Huang, H.W. (1990). The use of bottom ash in highway embankments, subgrade and subbases. Joint
Highway Research Project, Final Report, FHWA/IN/JHRP-90/4, Purdue Univ, W. Lafayette, Ind.
[7] Bruce A. Doctor etal, (1999), international ash utilization symposium, 1999 centre for use of bottom ash
and fly ash in rammed earth construction applied energy research, university of Kentucky.
[8] Virendra Kumar, (May, 2004), Compaction and permeability study of pond ash, Journal of the
Institution of Engineering (India).