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Project Batch Details:
•M UMAPRASAD ( 186R1A0105 )
•B GANESH ( 186R1A0102 )
•V THARUN ( 186R1A0113)
•P GANDHI ( 196R5A0123 )
•V GOPICHAND ( 196R5A0130 )
Name of the Guide : M.RAM MANIKANTA M.TECH/PHD
DEPARTMENT OF CIVIL ENGINEERING
ABSTRACT
 Construction activities are increasing day by day in different
regions, and it requires many natural resources. Stone dust
(SD) is one such alternative material which can be
successfully used in construction and used as partial
replacement of natural sandIn this study, sand is replaced by
stone dust in different percentages ranging from 0 to 50%.
The influence of replacement of sand by SD was analyzed
through evaluation of fresh property such as workability
(WKA), and mechanical properties, including compressive
strength (CS) and The specimen cubes were subjected to 7
Days, 28 Day moist curing. The results show that the
optimum replacement level of SD is 20% to 40% based on
the compressive strength and per cent loss of compressive
strength.
SCOPE & OBJECTIVES OF THE STUDY
 To identify
Conduct Investigations for m20 grade concrete
Conduct water absorption test on concrete to adequate
durability
The objectives of the study are to determine the
 Workability of concrete by using quary stone dust.
 Properties of stone dust.
 Compressive strength and tensile strength of concrete
with replacement of stone dust.
Name of Authors Title of paper Findings
Naresh
Kalaskar et al
(2019 )
(Osmania
University)
Study on
replacement of
natural sand
with quary
stone dust in
m20 grade
concrete
A) Strength of quary stone dust in
concrete is comparetively 10% to
12% more than that of similar
mix of conventional concrete
made with natural sand
B) Physical and chemical properties
of quary stone dust is satisfied
with compare to natural sand
Literature Review
Name of
Authors
Title of paper Findings
Ram Pal
Singh et al
(2019)
(Motilal
Nehru
National
Institue of
Technology)
Utilization of
stone dust as an
affective
alternative for
stand
replacement in
concrete.
A. The compressive strength
and tensile strength are
found to be highest at 40%
stone dust replacement level
B. It as high water absorption
capacity when observed at
28days at 40% replacement
level good against acid attack
Name of Authors Title of paper Findings
A.K SACHAN et al
(2020)
Study on
compressive
strength by the
partial
replacement of
stone dust with
natural stand
A) 20 to 40 percent stone dust
replacement with stand
good resistance against
acid attack
B) Physical and chemical
properties of quary stone
dust is satisfied with
compare to natural sand
Name of Authors Title of paper Findings
VIKAS SRIVASTAVA
et al (2015)
Stone dust as fine
aggregate
replacement in
concrete : effect on
compressive
strength
A) It is found that 20 to 40
percent replacement of
sand by quarry stone dust
gives high compressive
strength
B) Compressive strength
decreases from 50%
replacement level
Name of Authors Title of paper Findings
K SHYAM
PRAKASH et al
(2017)
Strength
characteristics of
quarry dust in
replacement of
sand
A) It is found that strength
of concrete is more for
w/c of 0.45 when
compared with w/c of
0.5
B) As the quantity of water
increases the
compressive streangth
decreases
Materials Required for Present Study
 Fine aggregate
 Coarse aggregate
 Cement
 Water and Quary stone dust
Material Availability, location and cost
S.No Material Availability Location Cost
1 Fine aggregate River banks River godavari 1600/t0ne
2 Coarse
aggregate
Stone crusher yeleswaram 1500/tone
3 cement Cement store Prathipadu 425/50 -k g bag
4 Quarry stone
dust
Stone crusher Yeleswaram 500/ tone
Methodology :
Text conducted :
Workability
Initial and final setting time
Compressive streangth
Slump cone test
DISCUSSION FROM LITERATURE REVIEW
 Common river sand is expensive due to excessive
cost of transportation from natural River. sand is
most commonly used fine aggregate in the
production of concrete poses the problem of
acute shortage in many areas and its continued
use has started posing serious problems with
respect to its availability, cost and environmental
impact.
Conclusions
On the basis of above experiment it can be conclude that.
 Stone dust is to be used as fine agregate replacement in
concrete in partially or fully.
 Use of stone dust as fine agregate in concrete is beneficial
in different manner such as environmental aspect non
availability of good quality of fine agregate.
 The c s and t.s are found to high at 40% replacement level
of stone dust and decreasing beyond 40% level .
 It is good resistance against acid attack.it has good water
absorption when observed at 28 days curing
 It has bee concluded that replacement of natural sand with
40% level of stone dust in concrete is advantageous and
beneficial.
REFERENCES
1. Mahzuz, H.M.A., Ahmed, A.A.M., Yusuf, M.A.: Use of
stone powder in concrete and mortar as an alternative of
sand. Afr. J. Environ. Sci. Technol. 5(5), 381-388 (2011)
2. Shyam Prakash, K., Rao, C.H.: Study on compressive
strength of quarry dust as fine aggregate in concrete. Adv.
Civil Eng.(2016)
3. Balamurugan, G., Perumal, P.: Behaviour of concrete on
the use of quarry dust to replace sand-an experimental
study. Behaviour 3(6) (2013)
THANK YOU……….

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ppt on stone dust - Copy.pptx

  • 1. Project Batch Details: •M UMAPRASAD ( 186R1A0105 ) •B GANESH ( 186R1A0102 ) •V THARUN ( 186R1A0113) •P GANDHI ( 196R5A0123 ) •V GOPICHAND ( 196R5A0130 ) Name of the Guide : M.RAM MANIKANTA M.TECH/PHD DEPARTMENT OF CIVIL ENGINEERING
  • 2. ABSTRACT  Construction activities are increasing day by day in different regions, and it requires many natural resources. Stone dust (SD) is one such alternative material which can be successfully used in construction and used as partial replacement of natural sandIn this study, sand is replaced by stone dust in different percentages ranging from 0 to 50%. The influence of replacement of sand by SD was analyzed through evaluation of fresh property such as workability (WKA), and mechanical properties, including compressive strength (CS) and The specimen cubes were subjected to 7 Days, 28 Day moist curing. The results show that the optimum replacement level of SD is 20% to 40% based on the compressive strength and per cent loss of compressive strength.
  • 3. SCOPE & OBJECTIVES OF THE STUDY  To identify Conduct Investigations for m20 grade concrete Conduct water absorption test on concrete to adequate durability The objectives of the study are to determine the  Workability of concrete by using quary stone dust.  Properties of stone dust.  Compressive strength and tensile strength of concrete with replacement of stone dust.
  • 4. Name of Authors Title of paper Findings Naresh Kalaskar et al (2019 ) (Osmania University) Study on replacement of natural sand with quary stone dust in m20 grade concrete A) Strength of quary stone dust in concrete is comparetively 10% to 12% more than that of similar mix of conventional concrete made with natural sand B) Physical and chemical properties of quary stone dust is satisfied with compare to natural sand Literature Review
  • 5. Name of Authors Title of paper Findings Ram Pal Singh et al (2019) (Motilal Nehru National Institue of Technology) Utilization of stone dust as an affective alternative for stand replacement in concrete. A. The compressive strength and tensile strength are found to be highest at 40% stone dust replacement level B. It as high water absorption capacity when observed at 28days at 40% replacement level good against acid attack
  • 6. Name of Authors Title of paper Findings A.K SACHAN et al (2020) Study on compressive strength by the partial replacement of stone dust with natural stand A) 20 to 40 percent stone dust replacement with stand good resistance against acid attack B) Physical and chemical properties of quary stone dust is satisfied with compare to natural sand
  • 7. Name of Authors Title of paper Findings VIKAS SRIVASTAVA et al (2015) Stone dust as fine aggregate replacement in concrete : effect on compressive strength A) It is found that 20 to 40 percent replacement of sand by quarry stone dust gives high compressive strength B) Compressive strength decreases from 50% replacement level
  • 8. Name of Authors Title of paper Findings K SHYAM PRAKASH et al (2017) Strength characteristics of quarry dust in replacement of sand A) It is found that strength of concrete is more for w/c of 0.45 when compared with w/c of 0.5 B) As the quantity of water increases the compressive streangth decreases
  • 9. Materials Required for Present Study  Fine aggregate  Coarse aggregate  Cement  Water and Quary stone dust
  • 10. Material Availability, location and cost S.No Material Availability Location Cost 1 Fine aggregate River banks River godavari 1600/t0ne 2 Coarse aggregate Stone crusher yeleswaram 1500/tone 3 cement Cement store Prathipadu 425/50 -k g bag 4 Quarry stone dust Stone crusher Yeleswaram 500/ tone
  • 12.
  • 13. Text conducted : Workability Initial and final setting time Compressive streangth Slump cone test
  • 14.
  • 15.
  • 16.
  • 17.
  • 18. DISCUSSION FROM LITERATURE REVIEW  Common river sand is expensive due to excessive cost of transportation from natural River. sand is most commonly used fine aggregate in the production of concrete poses the problem of acute shortage in many areas and its continued use has started posing serious problems with respect to its availability, cost and environmental impact.
  • 19. Conclusions On the basis of above experiment it can be conclude that.  Stone dust is to be used as fine agregate replacement in concrete in partially or fully.  Use of stone dust as fine agregate in concrete is beneficial in different manner such as environmental aspect non availability of good quality of fine agregate.  The c s and t.s are found to high at 40% replacement level of stone dust and decreasing beyond 40% level .  It is good resistance against acid attack.it has good water absorption when observed at 28 days curing  It has bee concluded that replacement of natural sand with 40% level of stone dust in concrete is advantageous and beneficial.
  • 20. REFERENCES 1. Mahzuz, H.M.A., Ahmed, A.A.M., Yusuf, M.A.: Use of stone powder in concrete and mortar as an alternative of sand. Afr. J. Environ. Sci. Technol. 5(5), 381-388 (2011) 2. Shyam Prakash, K., Rao, C.H.: Study on compressive strength of quarry dust as fine aggregate in concrete. Adv. Civil Eng.(2016) 3. Balamurugan, G., Perumal, P.: Behaviour of concrete on the use of quarry dust to replace sand-an experimental study. Behaviour 3(6) (2013)