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© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2886
Geological Investigation of Coal Mine Refuse For Backfilling in Mines
1Prof. Rakesh Kumar, 2Mr. Raj R. Pimpalkar, 3Mr. Nikhil A. Veer, 4Mr. Sourab Patil
1Assistant Prof., Department of Civil Engineering, Anantrao Pawar College of Engineering & Research,
Pune, India
2, 3, 4 UG Students Department of Civil Engineering, Anantrao Pawar College of Engineering & Research,
Pune, India
---------------------------------------------------------------------***----------------------------------------------------------------------
Abstract - Coal is an important source of energy and also
used for power generation. The coal is extracted from the coal
mines and then used for the power generation. Basically coal
is the primary source used for cement production, carbon
fibers and foams, medicines, tars, synthetic petroleum based
fuels, and home and commercial heating. The mining industry
operates through a sequence of stages: exploration, discovery,
development, production and reclamation. After the
excavation of coal the excavated soil remains unused and
heaps and heaps of soil is just piled up on site. After the full
service of coal mine at the time of mine closing this soil can be
used for backfilling. But the service period of coal mines can
range between 5 – 70 years. So the piled excavated soil either
can be used for backfilling or can be used in construction. So
proper tests are carried out on the coal soil which determine
whether the soil can be used for backfilling or is good to be
used in construction. The reuse of this coal soil is a great step
towards saving soil and environment.
Key Words: Geological investigation, Coal mines,
Backfilling.
1. INTRODUCTION
At present, the power sector in India is dominated by coal.
Coal currently accounts for more than 50% of total primary
commercial energy supply in the country and for about 70%
of total electricity generation. Coal is likely to remain a key
energy source for India, for at least the next few decades, as
India has significant domestic coal resources (relative to
other fossil fuels) and a large set of existing installed base of
coal-based electricity capacity, although recent experiences
have thrown into sharp relief the uncertainties and concerns
regarding the adequacy of coal supplies to satisfy the
growing hunger for power.
The coal-based power, local environmental and social
challenges relating to coal mining, processing, and use are
becoming more pressing. In India also problems of mining
waste are there and hundreds of hectares of area around the
mine are used for dumping of overburden and low grade
ore. The top soil which is very important for agricultural
purpose is lost in huge quantity. As per Indian rule the
height of the dumped overburden cannot be more than 60m,
so, large areas are acquired for dumping of these
overburden and low grade ores.
2. METHODOLOGY
After discussing with our helpful and supportive guide Prof.
Rakesh Kumar and taking permission letter of site visit from
college we decided to take a site visit to the MAKARDHODKA
COAL MINE situated in the Nagpur district, Bopeshwar,
Maharashtra-441203. This is the highest coal making
company in Maharashtra. This coal mine is runned by the
WESTERN COAL LTD. NAGPUR. We booked the tickets for the
train and began our journey this was a very interesting speed
paced journey. We got a lot of information regarding the coal
mines and backfilling in coal mines which was the main
purpose of our project. This visit was arranged by resp.
Sudhir Giradhar sir (Coal mine supervisor) they were very
helpful to us and were supportive within the coal mines rules
and regulations.
We were provided with one guide named Mr. Sandeep Gupta
(sector 1 mine incharge). He answered some of our questions
and some of our question were solved by Google. The coal
production from the mines is around 2.73 million metric tons
per year and our state Maharashtra is top 10 from the list
producing 12.963 billion metric tons. Except coal mines also
have minerals like sulfur, salts, limestone, clays, barite, and
industrial diamonds. COAL, COPPER, GOLD, GRAVEL AND
IRON ORE are mined from the mines creating reserves for
the country. The mines excavated waste is used for
underground filling, backfilling and closing of coal mines and
also used for construction purposes and layered around the
uneven surface.
This project is intended to perform various laboratory tests
to help to evaluate the suitability of coal refuse as a
backfilling/stowing material. These include the following
tests:
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072
EXCAVATED COAL SOIL FROM MINE
SAMPLING TESTING UTILIZATION
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2887
Plasticity: - Since plasticity affects the strength and
permeability characteristics of a sample, its assessment are
necessary.
Compaction Test: - Compaction can considerably increase
sample densities in comparison with the densities of the
loose samples.
Permeability Test: - The ability of the in situ fill to dissipate
pore pressure is affected by its permeability characteristics
which in turn are affected by the percentage of fine particles
in the fill.
Particle Size Analysis: - To illustrate the concept of particle
size distribution (PSD) the details about the experimental
setups and procedures have been presented here.
2.1 LIQUID LIMIT PLASTIC LIMIT
Fig1. Liquid limit apparatus
Fig2. Performing the test
Table1. Results of liquid limit of coal soil
Table2. Results of plastic limit of coal soil
2.2 PERMEABILITY TEST
Fig2. Permeability test apparatus
Table3. Results of permeability test of coal soil
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2888
2.3 COMPACTION TEST
Fig3. Proctor Compaction apparatus
Table4. Results of compaction test
2.4 PARTICLE SIEVE ANALYSIS
Fig4. Particle Sieve shaker with sieves
Table5. Coefficient of Curvature and Coefficient of
Uniformity of samples
2.5 SITE VISIT TO MAKARDHOKA COAL MINE
After discussing with our helpful and supportive guide Prof.
Rakesh Kumar and taking permission letter of site visit from
college we decided to take a site visit to the
MAKARDHODKA COAL MINE situated in the Nagpur district,
Bopeshwar, Maharashtra-441203. This is the highest coal
making company in Maharashtra.
This coal mine is runned by the WESTERN COAL LTD.
NAGPUR. We booked the tickets for the train and began our
journey this was a very interesting speed paced journey. We
got a lot of information regarding the coal mines and
backfilling in coal mines which was the main purpose of our
project. This visit was arranged by resp.
Sudhir Giradhar sir (Coal mine supervisor) they were very
helpful to us and were supportive within the coal mines
rules and regulations. We were provided with one guide
named Mr. Sandeep Gupta (sector 1 mine incharge). He
answered some of our questions and some of our question
were solved by Google.
The coal production from the mines is around 2 million
metric tons per year and our state Maharashtra is top 10
from the list producing 12.963 billion metric tonnes. Except
coal mines also have minerals like sulfur, salts, limestone,
clays, barite, and industrial diamonds.
COAL, COPPER, GOLD, GRAVEL AND IRON ORE are mined
from the mines creating reserves for the country. The mines
excavated waste is used for underground filling, backfilling
and closing of coal mines and also used for construction
purposes and layered around the uneven surface.
Fig5. Makardhodka coal mine
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2889
Fig6. Levelling of uneven land using coal soil
Fig7. Working at coal mine sector 1
MAKARDHODKA COAL MINE DETAILS
Sponsor: Western Coalfields Limited
Parent company: Coal India Limited
Location: Bopeshwar, near Umrer in Nagpur District,
Maharashtra, India
GPS coordinates: 20.865366, 79.285604 (exact)
Status: Ongoing
Capacity: 2.0 million tonnes per annum
Production: 2 million tonnes (2020)
Total Resource: Ongoing
Mineable Reserves: 52.863 (Proven, 2019)
Coal Type: Mineral and resource
Mine Size: 660.70 ha
Mine Type: Surface
3. DISCUSSIONS
1. The coal refuse may experience wetting and drying cycles
during and following placement which can degrade the
particles and subsequently alter the fill’s mechanical
properties. Slake durability testing qualitatively assesses
the resistance offered by weak rocks such as shales, mud
stones, silt stones and other clay bearing rocks to
weakening and disintegration when subjected to two
standard cycles of wetting and drying.
2. Resistance to slaking is significant since it can be
expected that degradation of the refuse will reduce its
strength and permeability.
3. Therefore, it is felt that it would be desirable for coal
refuse to be used as stowing material to have at least
medium durability
4. RESULTS
(LIQUID LIMIT PLASTIC LIMIT) - The experimental results
show that the liquid limit for the sample of mine 1 lies in
low compressible zone, These samples are very low and
medium compressible and could be termed very slightly
plastic.
(COMPACTION TESTING) - It could be observed from the
test results that the maximum dry density varies from 1.901
Mg/m3 to 2.207 Mg/m3. When compared with the
compacted densities of sand (which varies between
1.7Mg/m3 and 2.2 Mg/m3) which has been successfully
used as hydraulic stowing material in India, it could be seen
that the refuse from the mine 1 can be suitably used as a
backfilling material.
(PERMEABILITY TEST) - From the experimental results it
may be observed that the samples for mine 1 has the
required permeability and is suitable for backfilling.
(SIEVE ANALYSIS) - From the experimental results it may
be observed that the samples for mine 1 has residual angle
of friction less than 300and so they are not preferred for
filling purposes.
5. CONCLUSIONS
1. Geotechnical tests were performed for the coal mine
refuse samples of MAKARDHODKA COAL MINE to evaluate
the suitability as filling material. Standard Proctor
Compaction test, Permeability test and Liquid and Plastic
limit and sieve analysis were conducted on the sample
collected from visited coal mine.
2. Geotechnical investigation and analysis is an important
study in assessing the suitability of coal mine refuse for
backfilling.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072
© 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2890
3. The results of the performed test will help in
determining the adverse environmental effects.
4. The excavated coal soil can be used for backfilling, laying
on uneven grounds, construction purposes, idol making,
agricultural purposes, etc.
6. REFERENCES
[1]Arioglu, E, 2008, “Engineering properties of cemented
aggregate backfill”, Proceedings of the International
Symposium on Mining with Backfill, Publisher: A.A.
Balkema, Netherlands, pp.3-8.
[2]ASTM D4644-87, 1998, “Standard Test Method for Slake
Durability of Shales and Similar Weak Rocks”.
[3]Cernica, John.N.,1995, Geotechnical Engineering Soil
Mechanics, John Wiley & Sons, New York.
[4]Chugh, Y.P., Deb, D., Biswas, D., 2000, “Underground
placement of coal processing waste and coal combustion
byproducts based paste backfill for enhanced mining
economics”, Mining in 21st Century, Proceedings of 19th
World Mining Congress, New Delhi, pp.1327-1341.
[5]Daniels W. Lee, 2022, “Effects of soil thickness on re-
vegetation of acidic Appalachian coal refuse”, Meeting of
the American society of mining and Reclamation, ASMR,
2005, pp 255 – 266.
[6]Dixit, J.P, Raju, N.M, 2011, “Evaluation of stability of
backfill faces”, Proceedings of the International Symposium
on Mining with backfill, Publisher: A.A. Balkema,
Netherlands, pp.341-348.
[7]Karafakis, M.G, Bowman, C.H, Topuz, E., 2007,
“Characterization of coal mine refuse as backfilling
material”, Geotechnical and geological Engineering, Vol.14,
pp.29- 150.
[8]Mongenstern, N. R. and Eigenbrod, K.D., 1974,
“Classification of argillaceous soils and rocks”, Journal of
Geotechnical Engineering Division, Vol. 100, pp. 1137-
1157.
[9]Palarski, J., 2005, “Underground utilization of waste on
Poland”, Mining in 21st Century, Proceedings of 19th
World Mining Congress, New Delhi.
[10]Sahu, H.B. and Gupta, Vipul., 2008, “Characterization
of coal mine refuse for backfilling in mines”, Proc. of
Emerging Trends in Mining and Allied Industries,”,
February 2-3, pp.314-319
[11]Singh, A, and Chowdhary, G.R., 1994, Soil Engineering
in Theory and Practice.: CBS Publishers and Distributors,
New Delhi.
[12]Sowers, G.F., 1979, Introductory Soil Mechanics and
Foundations, Macmillan, New York.
[13]Thomas, E.G, 2014, “Characteristics of cemented
deslimed mill tailing fill prepared from finely ground
tailing”, Mining with backfill, Publisher: A. A. Balkema,
Netherlands, pp. 31-37
[14]Venkatramaiah, C. 1993, Geotechnical Engineering, New
Age International, New [Delhi. Vorobjev, B.M. and
Deshmukh R.T., 1966, Advanced Coal Mining, Asia
Publishing
[15]Geological Investigation House, London. 2016,
“Geological investigations of various types of soil samples
by different methods”.
[16]Wray, W.K., Measuring Engineering Properties of Soil,
1986, Prentice Hall, Englewood Cliffs, New Jersey.
[17]Salem Z., Hamouri K., Djemaa R., Allia K., 2008,
“Evaluation of landfill leachate pollution and treatment”,
Desalination, Vol. 220, pp 108- 114.
[18]Yilmaz et.al., Kesimal A., Ercidki B., 2019, “Evaluation of
acid producing sulphidic”.

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Geological Investigation of Coal Mine Refuse For Backfilling in Mines

  • 1. © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2886 Geological Investigation of Coal Mine Refuse For Backfilling in Mines 1Prof. Rakesh Kumar, 2Mr. Raj R. Pimpalkar, 3Mr. Nikhil A. Veer, 4Mr. Sourab Patil 1Assistant Prof., Department of Civil Engineering, Anantrao Pawar College of Engineering & Research, Pune, India 2, 3, 4 UG Students Department of Civil Engineering, Anantrao Pawar College of Engineering & Research, Pune, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - Coal is an important source of energy and also used for power generation. The coal is extracted from the coal mines and then used for the power generation. Basically coal is the primary source used for cement production, carbon fibers and foams, medicines, tars, synthetic petroleum based fuels, and home and commercial heating. The mining industry operates through a sequence of stages: exploration, discovery, development, production and reclamation. After the excavation of coal the excavated soil remains unused and heaps and heaps of soil is just piled up on site. After the full service of coal mine at the time of mine closing this soil can be used for backfilling. But the service period of coal mines can range between 5 – 70 years. So the piled excavated soil either can be used for backfilling or can be used in construction. So proper tests are carried out on the coal soil which determine whether the soil can be used for backfilling or is good to be used in construction. The reuse of this coal soil is a great step towards saving soil and environment. Key Words: Geological investigation, Coal mines, Backfilling. 1. INTRODUCTION At present, the power sector in India is dominated by coal. Coal currently accounts for more than 50% of total primary commercial energy supply in the country and for about 70% of total electricity generation. Coal is likely to remain a key energy source for India, for at least the next few decades, as India has significant domestic coal resources (relative to other fossil fuels) and a large set of existing installed base of coal-based electricity capacity, although recent experiences have thrown into sharp relief the uncertainties and concerns regarding the adequacy of coal supplies to satisfy the growing hunger for power. The coal-based power, local environmental and social challenges relating to coal mining, processing, and use are becoming more pressing. In India also problems of mining waste are there and hundreds of hectares of area around the mine are used for dumping of overburden and low grade ore. The top soil which is very important for agricultural purpose is lost in huge quantity. As per Indian rule the height of the dumped overburden cannot be more than 60m, so, large areas are acquired for dumping of these overburden and low grade ores. 2. METHODOLOGY After discussing with our helpful and supportive guide Prof. Rakesh Kumar and taking permission letter of site visit from college we decided to take a site visit to the MAKARDHODKA COAL MINE situated in the Nagpur district, Bopeshwar, Maharashtra-441203. This is the highest coal making company in Maharashtra. This coal mine is runned by the WESTERN COAL LTD. NAGPUR. We booked the tickets for the train and began our journey this was a very interesting speed paced journey. We got a lot of information regarding the coal mines and backfilling in coal mines which was the main purpose of our project. This visit was arranged by resp. Sudhir Giradhar sir (Coal mine supervisor) they were very helpful to us and were supportive within the coal mines rules and regulations. We were provided with one guide named Mr. Sandeep Gupta (sector 1 mine incharge). He answered some of our questions and some of our question were solved by Google. The coal production from the mines is around 2.73 million metric tons per year and our state Maharashtra is top 10 from the list producing 12.963 billion metric tons. Except coal mines also have minerals like sulfur, salts, limestone, clays, barite, and industrial diamonds. COAL, COPPER, GOLD, GRAVEL AND IRON ORE are mined from the mines creating reserves for the country. The mines excavated waste is used for underground filling, backfilling and closing of coal mines and also used for construction purposes and layered around the uneven surface. This project is intended to perform various laboratory tests to help to evaluate the suitability of coal refuse as a backfilling/stowing material. These include the following tests: International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 EXCAVATED COAL SOIL FROM MINE SAMPLING TESTING UTILIZATION
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2887 Plasticity: - Since plasticity affects the strength and permeability characteristics of a sample, its assessment are necessary. Compaction Test: - Compaction can considerably increase sample densities in comparison with the densities of the loose samples. Permeability Test: - The ability of the in situ fill to dissipate pore pressure is affected by its permeability characteristics which in turn are affected by the percentage of fine particles in the fill. Particle Size Analysis: - To illustrate the concept of particle size distribution (PSD) the details about the experimental setups and procedures have been presented here. 2.1 LIQUID LIMIT PLASTIC LIMIT Fig1. Liquid limit apparatus Fig2. Performing the test Table1. Results of liquid limit of coal soil Table2. Results of plastic limit of coal soil 2.2 PERMEABILITY TEST Fig2. Permeability test apparatus Table3. Results of permeability test of coal soil
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2888 2.3 COMPACTION TEST Fig3. Proctor Compaction apparatus Table4. Results of compaction test 2.4 PARTICLE SIEVE ANALYSIS Fig4. Particle Sieve shaker with sieves Table5. Coefficient of Curvature and Coefficient of Uniformity of samples 2.5 SITE VISIT TO MAKARDHOKA COAL MINE After discussing with our helpful and supportive guide Prof. Rakesh Kumar and taking permission letter of site visit from college we decided to take a site visit to the MAKARDHODKA COAL MINE situated in the Nagpur district, Bopeshwar, Maharashtra-441203. This is the highest coal making company in Maharashtra. This coal mine is runned by the WESTERN COAL LTD. NAGPUR. We booked the tickets for the train and began our journey this was a very interesting speed paced journey. We got a lot of information regarding the coal mines and backfilling in coal mines which was the main purpose of our project. This visit was arranged by resp. Sudhir Giradhar sir (Coal mine supervisor) they were very helpful to us and were supportive within the coal mines rules and regulations. We were provided with one guide named Mr. Sandeep Gupta (sector 1 mine incharge). He answered some of our questions and some of our question were solved by Google. The coal production from the mines is around 2 million metric tons per year and our state Maharashtra is top 10 from the list producing 12.963 billion metric tonnes. Except coal mines also have minerals like sulfur, salts, limestone, clays, barite, and industrial diamonds. COAL, COPPER, GOLD, GRAVEL AND IRON ORE are mined from the mines creating reserves for the country. The mines excavated waste is used for underground filling, backfilling and closing of coal mines and also used for construction purposes and layered around the uneven surface. Fig5. Makardhodka coal mine
  • 4. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2889 Fig6. Levelling of uneven land using coal soil Fig7. Working at coal mine sector 1 MAKARDHODKA COAL MINE DETAILS Sponsor: Western Coalfields Limited Parent company: Coal India Limited Location: Bopeshwar, near Umrer in Nagpur District, Maharashtra, India GPS coordinates: 20.865366, 79.285604 (exact) Status: Ongoing Capacity: 2.0 million tonnes per annum Production: 2 million tonnes (2020) Total Resource: Ongoing Mineable Reserves: 52.863 (Proven, 2019) Coal Type: Mineral and resource Mine Size: 660.70 ha Mine Type: Surface 3. DISCUSSIONS 1. The coal refuse may experience wetting and drying cycles during and following placement which can degrade the particles and subsequently alter the fill’s mechanical properties. Slake durability testing qualitatively assesses the resistance offered by weak rocks such as shales, mud stones, silt stones and other clay bearing rocks to weakening and disintegration when subjected to two standard cycles of wetting and drying. 2. Resistance to slaking is significant since it can be expected that degradation of the refuse will reduce its strength and permeability. 3. Therefore, it is felt that it would be desirable for coal refuse to be used as stowing material to have at least medium durability 4. RESULTS (LIQUID LIMIT PLASTIC LIMIT) - The experimental results show that the liquid limit for the sample of mine 1 lies in low compressible zone, These samples are very low and medium compressible and could be termed very slightly plastic. (COMPACTION TESTING) - It could be observed from the test results that the maximum dry density varies from 1.901 Mg/m3 to 2.207 Mg/m3. When compared with the compacted densities of sand (which varies between 1.7Mg/m3 and 2.2 Mg/m3) which has been successfully used as hydraulic stowing material in India, it could be seen that the refuse from the mine 1 can be suitably used as a backfilling material. (PERMEABILITY TEST) - From the experimental results it may be observed that the samples for mine 1 has the required permeability and is suitable for backfilling. (SIEVE ANALYSIS) - From the experimental results it may be observed that the samples for mine 1 has residual angle of friction less than 300and so they are not preferred for filling purposes. 5. CONCLUSIONS 1. Geotechnical tests were performed for the coal mine refuse samples of MAKARDHODKA COAL MINE to evaluate the suitability as filling material. Standard Proctor Compaction test, Permeability test and Liquid and Plastic limit and sieve analysis were conducted on the sample collected from visited coal mine. 2. Geotechnical investigation and analysis is an important study in assessing the suitability of coal mine refuse for backfilling.
  • 5. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 2890 3. The results of the performed test will help in determining the adverse environmental effects. 4. The excavated coal soil can be used for backfilling, laying on uneven grounds, construction purposes, idol making, agricultural purposes, etc. 6. REFERENCES [1]Arioglu, E, 2008, “Engineering properties of cemented aggregate backfill”, Proceedings of the International Symposium on Mining with Backfill, Publisher: A.A. Balkema, Netherlands, pp.3-8. [2]ASTM D4644-87, 1998, “Standard Test Method for Slake Durability of Shales and Similar Weak Rocks”. [3]Cernica, John.N.,1995, Geotechnical Engineering Soil Mechanics, John Wiley & Sons, New York. [4]Chugh, Y.P., Deb, D., Biswas, D., 2000, “Underground placement of coal processing waste and coal combustion byproducts based paste backfill for enhanced mining economics”, Mining in 21st Century, Proceedings of 19th World Mining Congress, New Delhi, pp.1327-1341. [5]Daniels W. Lee, 2022, “Effects of soil thickness on re- vegetation of acidic Appalachian coal refuse”, Meeting of the American society of mining and Reclamation, ASMR, 2005, pp 255 – 266. [6]Dixit, J.P, Raju, N.M, 2011, “Evaluation of stability of backfill faces”, Proceedings of the International Symposium on Mining with backfill, Publisher: A.A. Balkema, Netherlands, pp.341-348. [7]Karafakis, M.G, Bowman, C.H, Topuz, E., 2007, “Characterization of coal mine refuse as backfilling material”, Geotechnical and geological Engineering, Vol.14, pp.29- 150. [8]Mongenstern, N. R. and Eigenbrod, K.D., 1974, “Classification of argillaceous soils and rocks”, Journal of Geotechnical Engineering Division, Vol. 100, pp. 1137- 1157. [9]Palarski, J., 2005, “Underground utilization of waste on Poland”, Mining in 21st Century, Proceedings of 19th World Mining Congress, New Delhi. [10]Sahu, H.B. and Gupta, Vipul., 2008, “Characterization of coal mine refuse for backfilling in mines”, Proc. of Emerging Trends in Mining and Allied Industries,”, February 2-3, pp.314-319 [11]Singh, A, and Chowdhary, G.R., 1994, Soil Engineering in Theory and Practice.: CBS Publishers and Distributors, New Delhi. [12]Sowers, G.F., 1979, Introductory Soil Mechanics and Foundations, Macmillan, New York. [13]Thomas, E.G, 2014, “Characteristics of cemented deslimed mill tailing fill prepared from finely ground tailing”, Mining with backfill, Publisher: A. A. Balkema, Netherlands, pp. 31-37 [14]Venkatramaiah, C. 1993, Geotechnical Engineering, New Age International, New [Delhi. Vorobjev, B.M. and Deshmukh R.T., 1966, Advanced Coal Mining, Asia Publishing [15]Geological Investigation House, London. 2016, “Geological investigations of various types of soil samples by different methods”. [16]Wray, W.K., Measuring Engineering Properties of Soil, 1986, Prentice Hall, Englewood Cliffs, New Jersey. [17]Salem Z., Hamouri K., Djemaa R., Allia K., 2008, “Evaluation of landfill leachate pollution and treatment”, Desalination, Vol. 220, pp 108- 114. [18]Yilmaz et.al., Kesimal A., Ercidki B., 2019, “Evaluation of acid producing sulphidic”.