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DEVELOPMENT OF SLUDGE BRICK
INCORPORATING SILICA FUME AND
SUGARCANE BAGASSE ASH
 Guided By Group no:03
 Ms. SREEKUMARI T.K. ALAN BIJO(03)
 ASST.PROFESSOR ATHULYA SUNIL(10)
 DEPT.OF CIVIL ENGINEERING GADHA REMESH(18)
 COLLEGE OF ENGINEERING KIDANGOOR AKHILNATH P.S.(37)
1
CONTENTS
 INTRODUCTION
 NEED OF STUDY
 SCOPE OF STUDY
 OBJECTIVES
 LITERATURE REVIEW
 METHODOLOGY
 LABORATORY TESTS ON SAMPLES
 RESULT AND ANALYSIS
 CONCLUSION
 REFERENCES
2
INTRODUCTION
• Increasing waste along with increasing population is a major problem.
• Best way of disposal is incorporating it with construction materials.
• Sludge ,silica fume and sugarcane bagasse ash can be some alternatives for clay
bricks.
• For economical and sustainable construction, here we have an innovative idea.
3
NEEDS OF STUDY
To find a feasible method for waste disposal.
To make available construction materials at a low cost.
4
SCOPE OF THE STUDY
Effective and sustainable way of sludge disposal.
Method to develop high strength bricks.
5
OBJECTIVES
 To study the effect of altering variables such as sewage sludge, silica fume and
sugarcane bagasse ash on the performance of brick.
 To study the feasibility of sewage sludge as ingredient in brick making.
 To make eco-friendly, low cost and durable construction material.
 To evaluate and compare normal clay brick with waste incorporated brick
6
LITERATURE REVIEWS
Sl No. Author Journal Year Description
1 Ching-Haung, Deng-Fong, Lin,Pen-Chi
Chiang
Utilisation of Sludge as Brick materials 2022 o Has discussed about using dried
sludge as a ingredient for making
bricks.
o Increasing the sludge content
results in a decrease of brick
shrinkage, water absorption, and
increase in compressive strength.
o It concludes that the proportion of
sludge in brick mixture and firing
temperature are the two key factors
affecting the quality of bricks.
2 Ashraf Mohammed Heniegal, Mohamed
Ahamed Ramadan, Ahmed Naguib,
Ibrahim Saad Agwa
Study on Properties of Clay Brick
incorporating Sludge of water treatment
Plant and Agricultural waste
2020 o This paper presents about an
efficient approach to disposal of
agricultural waste like sugarcane
bagasse ash,rice husk,wheat husk by
the safe way and recycling in the
clay dry bricks.
o It was observed that clay bricks
containing rice husk ash, sugar cane
bagasse ash and wheat husk ash had
lower compressive strength. While
brick with SW have more strength
compared to normal clay bricks.
7
Sl No. Author Journel Year Description
3 P. Amsayazhi, K. Saravana Raja
Mohan
Use of Sludge Waste as Ingredient in
making of Brick
2018 o Has discussed about using sludge from
tannery effluent plant in different
ratios, incorporating quarry dust and
cement in making brick
o Observed that brick with 20%
utilization of SW is acceptable to
produce good quality of brick.
4 Dr.Adel A. Al-Azzawi, Khalida A.
Daud, Muhammed A. Abdul Sattar
Effect of Silica Fume Addition on the
Behavior of Silty-Clayey Soils
2012 o Aims to investigate the effect of silica
fume addition on the behavior of soil
subgrades which has inadequate natural
stability.
o Silica fume increases liquid limits,
plastic limits and plasticity index and
decreased the specific gravity in all
clay samples by 4%, optimum water
content .
o Used to minimize the development of
desiccation cracks and the swelling
behavior of clayey soils as it decrease
crack width by 75%.
8
METHODOLOGY
9
COLLECTION AND PREPARATION OF MATERIAL
LABORATORY TEST ON MATERIALS
PREPARATION OF SPECIMEN
TESTING OF SAMPLES
COLLECTION AND PREPARATION OF
MATERIALS
10
CLAY
SLUDGE
SUGARCANE BAGASSE ASH
SILCA FUME
LABORATORY TESTS ON MATERIALS
CHEMICAL PROPERTY
ANALYSIS
 X-ray Fluorescence
PHYSICAL PROPERTY
ANALYSIS
 Hydrometer Analysis
11
Chemical Property Analysis
12
MINERALS SLUDGE(%) CLAY(%)
SiO2 43.12 65.32
Fe2O3 5.26 7.51
Al2O3 15.97 13.89
CaO 5.56 1.09
MgO 5.56 0.95
Na2O 0.52 2.61
PHYSICAL PROPERTY ANALYSIS
Hydrometer Analysis
13
PREPARATION OF SPECIMEN
14
1 • Batching
2 • Mixing
3 • Placing
4 • Sundrying
5 • Burning
15
1. BATCHING
• It is the process of measuring ingredients either by volume or by mass.
• Traditionally batching is done by volume.
• The procedure we adopt for batching is by mass of the material as it is more
accurate.
16
2. MIXING
Mixing
Dry Mixing
Wet Mixing
Figure 1 Mixing
Proportion Of Materials
17
Series Clay(%) Sludge(%) SBA(%) SF(%)
A 100 0 0 0
B 0 100 0 0
C
0 90 10 0
0 80 20 0
0 70 30 0
0 60 40 0
D
0 70 25 5
0 70 20 10
0 70 15 15
0 70 10 20
0 70 5 25
Placing
 Mould Size : 19*9*9 cm[As per IS 1077:1992]
 Mould is greased
 Prepared mix were placed in different
layers and compacted
18
Sun Drying
 Mould is made emptied
 Bricks are sundried
19
• Bricks were fired for 6 days
20
Burning
• Burning is done in kiln
Laboratory Tests On Samples
As per IS
1077:1992
21
Efflorescence
test
Water Absorption
Test
Compressive
Strength Test
Compressive Strength Test
Compressive strength : Capacity of material to withstand axially applied force
3 samples were tested
22
COMP.STRENGTH =
Load at Failure
Area of bed face
N/mm2
Water Absorption Test
 Conducted on bricks to find out the amount of moisture content absorbed by
bricks under extreme conditions.
where, W2 - wet weight of sample after 24hr
immersion
W1 - dry weight of sample
23
Water Absorption =
W2 – W1
W1
x 100
Efflorescence Test
 Conducted to find out any presence of soluble salts.
 As per IS 3495 (part 3) : 1992,efflorescence is reported as :
a. Nil – no permissible deposits of efflorescence
b. Slight – not more than 10% of brick is covered with thin
deposits of salts.
c. Moderate – when there is heavier deposits
d. Serious – when there is heavy deposits combained by
powdering / flacking
24
RESULT AND ANALYSIS
25
0
2
4
6
8
10
12
14
16
Clay Sludge Sludge + SBA Sludge + SBA +
Silica Fume
Compressive Strength(N/mm2)
Compressive
Strength(N/mm2)
8.73
5.64
7.96
14.03
26
Water Absorption
0
5
10
15
20
25
Clay Sludge Sludge + SBA Sludge + SBA +
Slica Fume
14.65
20.3
18.19
17.47
Efflorescence
27
Series Efflorescence Observed
A Nil
B Slight
C Slight
D Slight
28
CONCLUSION
 The non valuable bagasse ash and sludge were converted into bricks and made
them valuable.
 Creating a sustainable ecosystem.
 Bricks with more physical properties than conventional clay bricks.
 The compressive strength of the sample with sludge, SBA and silica fume is
14.03N/mm2. It is due to the property of silica fume particles to dissolve at high
firing temperatures and thus they close the pores within the bricks
 The water absorption and efflorescence properties becomes more effective
 Cost effective and economical variant for conventional bricks.
REFERENCES
• Faisal Amin, Safeer Abbas, Wasim Abbass, Abdelatif Salmi, Ali Ahmed, Danish Saeed,
Muhammad Sufian and Mohamed Mahmoud Sayed (2022) “Potential Use of Wastewater
Treatment Plant Sludge in Fabrication of Burnt Clay Bricks”. Multidisciplinary Digital
Publishing Institute(MDPI).
• Ashraf Mohamed Heniegala , Mohamed Ahmed Ramadanb , Ahmed Naguibc ,
Ibrahim Saad Agwad, (2020), “Study on properties of clay brick incorporating sludge of
water treatment plant and agriculture waste”. Elsevier e00397
• Keerthana. S, Kavya. K, Pradeep.T, Sharmila.S, (2019) “Study on Effect of Partial
Replacement of Sludge in Bricks”. International journal of recent technology and
engineering (IJRTE), Volume 07, Issue 06.
• N R Jianu,I C Moga,F Pricop and A Thivoiu,(2018) “Wastewater Sludge Used as Material
for Bricks Fabrication” IOP Conference series: materials science and engineering, 374.
• Dr.Adel A. Al-Azzawi, Khalida A. Daud, Muhammed A. Abdul Sattar,(2012) “ Effect of
Silica Fume Addition on the Behavior of Silty-Clayey Soils”Journel of engineering and
development, Volume 06, ISSN 1873-7822
29
30

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Project_Final sludge [Autosaved]-1.pptx

  • 1. DEVELOPMENT OF SLUDGE BRICK INCORPORATING SILICA FUME AND SUGARCANE BAGASSE ASH  Guided By Group no:03  Ms. SREEKUMARI T.K. ALAN BIJO(03)  ASST.PROFESSOR ATHULYA SUNIL(10)  DEPT.OF CIVIL ENGINEERING GADHA REMESH(18)  COLLEGE OF ENGINEERING KIDANGOOR AKHILNATH P.S.(37) 1
  • 2. CONTENTS  INTRODUCTION  NEED OF STUDY  SCOPE OF STUDY  OBJECTIVES  LITERATURE REVIEW  METHODOLOGY  LABORATORY TESTS ON SAMPLES  RESULT AND ANALYSIS  CONCLUSION  REFERENCES 2
  • 3. INTRODUCTION • Increasing waste along with increasing population is a major problem. • Best way of disposal is incorporating it with construction materials. • Sludge ,silica fume and sugarcane bagasse ash can be some alternatives for clay bricks. • For economical and sustainable construction, here we have an innovative idea. 3
  • 4. NEEDS OF STUDY To find a feasible method for waste disposal. To make available construction materials at a low cost. 4
  • 5. SCOPE OF THE STUDY Effective and sustainable way of sludge disposal. Method to develop high strength bricks. 5
  • 6. OBJECTIVES  To study the effect of altering variables such as sewage sludge, silica fume and sugarcane bagasse ash on the performance of brick.  To study the feasibility of sewage sludge as ingredient in brick making.  To make eco-friendly, low cost and durable construction material.  To evaluate and compare normal clay brick with waste incorporated brick 6
  • 7. LITERATURE REVIEWS Sl No. Author Journal Year Description 1 Ching-Haung, Deng-Fong, Lin,Pen-Chi Chiang Utilisation of Sludge as Brick materials 2022 o Has discussed about using dried sludge as a ingredient for making bricks. o Increasing the sludge content results in a decrease of brick shrinkage, water absorption, and increase in compressive strength. o It concludes that the proportion of sludge in brick mixture and firing temperature are the two key factors affecting the quality of bricks. 2 Ashraf Mohammed Heniegal, Mohamed Ahamed Ramadan, Ahmed Naguib, Ibrahim Saad Agwa Study on Properties of Clay Brick incorporating Sludge of water treatment Plant and Agricultural waste 2020 o This paper presents about an efficient approach to disposal of agricultural waste like sugarcane bagasse ash,rice husk,wheat husk by the safe way and recycling in the clay dry bricks. o It was observed that clay bricks containing rice husk ash, sugar cane bagasse ash and wheat husk ash had lower compressive strength. While brick with SW have more strength compared to normal clay bricks. 7
  • 8. Sl No. Author Journel Year Description 3 P. Amsayazhi, K. Saravana Raja Mohan Use of Sludge Waste as Ingredient in making of Brick 2018 o Has discussed about using sludge from tannery effluent plant in different ratios, incorporating quarry dust and cement in making brick o Observed that brick with 20% utilization of SW is acceptable to produce good quality of brick. 4 Dr.Adel A. Al-Azzawi, Khalida A. Daud, Muhammed A. Abdul Sattar Effect of Silica Fume Addition on the Behavior of Silty-Clayey Soils 2012 o Aims to investigate the effect of silica fume addition on the behavior of soil subgrades which has inadequate natural stability. o Silica fume increases liquid limits, plastic limits and plasticity index and decreased the specific gravity in all clay samples by 4%, optimum water content . o Used to minimize the development of desiccation cracks and the swelling behavior of clayey soils as it decrease crack width by 75%. 8
  • 9. METHODOLOGY 9 COLLECTION AND PREPARATION OF MATERIAL LABORATORY TEST ON MATERIALS PREPARATION OF SPECIMEN TESTING OF SAMPLES
  • 10. COLLECTION AND PREPARATION OF MATERIALS 10 CLAY SLUDGE SUGARCANE BAGASSE ASH SILCA FUME
  • 11. LABORATORY TESTS ON MATERIALS CHEMICAL PROPERTY ANALYSIS  X-ray Fluorescence PHYSICAL PROPERTY ANALYSIS  Hydrometer Analysis 11
  • 12. Chemical Property Analysis 12 MINERALS SLUDGE(%) CLAY(%) SiO2 43.12 65.32 Fe2O3 5.26 7.51 Al2O3 15.97 13.89 CaO 5.56 1.09 MgO 5.56 0.95 Na2O 0.52 2.61
  • 14. PREPARATION OF SPECIMEN 14 1 • Batching 2 • Mixing 3 • Placing 4 • Sundrying 5 • Burning
  • 15. 15 1. BATCHING • It is the process of measuring ingredients either by volume or by mass. • Traditionally batching is done by volume. • The procedure we adopt for batching is by mass of the material as it is more accurate.
  • 16. 16 2. MIXING Mixing Dry Mixing Wet Mixing Figure 1 Mixing
  • 17. Proportion Of Materials 17 Series Clay(%) Sludge(%) SBA(%) SF(%) A 100 0 0 0 B 0 100 0 0 C 0 90 10 0 0 80 20 0 0 70 30 0 0 60 40 0 D 0 70 25 5 0 70 20 10 0 70 15 15 0 70 10 20 0 70 5 25
  • 18. Placing  Mould Size : 19*9*9 cm[As per IS 1077:1992]  Mould is greased  Prepared mix were placed in different layers and compacted 18
  • 19. Sun Drying  Mould is made emptied  Bricks are sundried 19
  • 20. • Bricks were fired for 6 days 20 Burning • Burning is done in kiln
  • 21. Laboratory Tests On Samples As per IS 1077:1992 21 Efflorescence test Water Absorption Test Compressive Strength Test
  • 22. Compressive Strength Test Compressive strength : Capacity of material to withstand axially applied force 3 samples were tested 22 COMP.STRENGTH = Load at Failure Area of bed face N/mm2
  • 23. Water Absorption Test  Conducted on bricks to find out the amount of moisture content absorbed by bricks under extreme conditions. where, W2 - wet weight of sample after 24hr immersion W1 - dry weight of sample 23 Water Absorption = W2 – W1 W1 x 100
  • 24. Efflorescence Test  Conducted to find out any presence of soluble salts.  As per IS 3495 (part 3) : 1992,efflorescence is reported as : a. Nil – no permissible deposits of efflorescence b. Slight – not more than 10% of brick is covered with thin deposits of salts. c. Moderate – when there is heavier deposits d. Serious – when there is heavy deposits combained by powdering / flacking 24
  • 25. RESULT AND ANALYSIS 25 0 2 4 6 8 10 12 14 16 Clay Sludge Sludge + SBA Sludge + SBA + Silica Fume Compressive Strength(N/mm2) Compressive Strength(N/mm2) 8.73 5.64 7.96 14.03
  • 26. 26 Water Absorption 0 5 10 15 20 25 Clay Sludge Sludge + SBA Sludge + SBA + Slica Fume 14.65 20.3 18.19 17.47
  • 27. Efflorescence 27 Series Efflorescence Observed A Nil B Slight C Slight D Slight
  • 28. 28 CONCLUSION  The non valuable bagasse ash and sludge were converted into bricks and made them valuable.  Creating a sustainable ecosystem.  Bricks with more physical properties than conventional clay bricks.  The compressive strength of the sample with sludge, SBA and silica fume is 14.03N/mm2. It is due to the property of silica fume particles to dissolve at high firing temperatures and thus they close the pores within the bricks  The water absorption and efflorescence properties becomes more effective  Cost effective and economical variant for conventional bricks.
  • 29. REFERENCES • Faisal Amin, Safeer Abbas, Wasim Abbass, Abdelatif Salmi, Ali Ahmed, Danish Saeed, Muhammad Sufian and Mohamed Mahmoud Sayed (2022) “Potential Use of Wastewater Treatment Plant Sludge in Fabrication of Burnt Clay Bricks”. Multidisciplinary Digital Publishing Institute(MDPI). • Ashraf Mohamed Heniegala , Mohamed Ahmed Ramadanb , Ahmed Naguibc , Ibrahim Saad Agwad, (2020), “Study on properties of clay brick incorporating sludge of water treatment plant and agriculture waste”. Elsevier e00397 • Keerthana. S, Kavya. K, Pradeep.T, Sharmila.S, (2019) “Study on Effect of Partial Replacement of Sludge in Bricks”. International journal of recent technology and engineering (IJRTE), Volume 07, Issue 06. • N R Jianu,I C Moga,F Pricop and A Thivoiu,(2018) “Wastewater Sludge Used as Material for Bricks Fabrication” IOP Conference series: materials science and engineering, 374. • Dr.Adel A. Al-Azzawi, Khalida A. Daud, Muhammed A. Abdul Sattar,(2012) “ Effect of Silica Fume Addition on the Behavior of Silty-Clayey Soils”Journel of engineering and development, Volume 06, ISSN 1873-7822 29
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