This document summarizes a project on producing lightweight concrete using wooden powder. Various mixtures were tested by replacing sand with wooden powder at percentages ranging from 5% to 25%. Testing showed that as the percentage of wooden powder increased, the weight and compressive strength of the concrete cubes decreased. The greatest weight reduction of over 30% and strength reduction of over 95% was observed when sand was replaced with 25% wooden powder. The study concluded that wooden powder can effectively reduce the weight of concrete but also reduces the strength, with higher replacement percentages causing greater strength loss.
basic knowledge about performance and characteristics of fly ash based concrete. this was my first presentation....so hard core civil engineers might consider me a layman!... anyway its a good way to start knowing gist and basics.
Its all about the new environment friendly bricks that are now in more demand as compared to clay bricks. So how its useful and what it contains is explained here.
The Effect of Rise Husk Ash on Strength and Permeability of ConcreteAkshay D Nicator
HA, produced after burning of Rice husks (RH) has high reactivity and pozzolanic property. Indian Standard code of practice for plain and reinforced concrete, IS 456- 2000, recommends use of RHA in concrete but does not specify quantities.
Fly Ash bricks are made of fly ash, lime, gypsum and sand. These can be extensively used in all building constructional activities similar to that of common burnt clay bricks.The fly ash bricks are comparatively lighter in weight and stronger than common clay bricks.
basic knowledge about performance and characteristics of fly ash based concrete. this was my first presentation....so hard core civil engineers might consider me a layman!... anyway its a good way to start knowing gist and basics.
Its all about the new environment friendly bricks that are now in more demand as compared to clay bricks. So how its useful and what it contains is explained here.
The Effect of Rise Husk Ash on Strength and Permeability of ConcreteAkshay D Nicator
HA, produced after burning of Rice husks (RH) has high reactivity and pozzolanic property. Indian Standard code of practice for plain and reinforced concrete, IS 456- 2000, recommends use of RHA in concrete but does not specify quantities.
Fly Ash bricks are made of fly ash, lime, gypsum and sand. These can be extensively used in all building constructional activities similar to that of common burnt clay bricks.The fly ash bricks are comparatively lighter in weight and stronger than common clay bricks.
Summer Internship Presentation of Building Self-employed
This presentation includes various types of information which are precisely done at the time of internship. This includes Short detail of company, project, process, difficulties faced and some simple formulae to calculate the Quantity and estimation of materials used.
Self-compacting concrete (SCC) is a flowing concrete mixture that is able to consolidate under its own weight. The highly fluid nature of SCC makes it suitable for placing in difficult conditions and in sections with congested reinforcement. Use of SCC can also help minimize hearing-related damages on the worksite that are induced by vibration of concrete. Another advantage of SCC is that the time required to place large sections is considerably reduced.
An Experimental Study of Soil Stabilization with Cement and Polymerijtsrd
The aim of the study was to determine the value of Unconfined compressive strength and CBR values of Soil after stabilizing it with Cement and Polymer. Soil stabilization has been widely used as an alternative to substitute the lack of suitable material on site. The utilization of nontraditional compound stabilizers in soil improvement is developing every day. In this investigation a lab try was led to assess the impacts of waterborne polymer on unconfined pressure quality on sandy soil and CBR Test on clayey soil .The lab tests were performed including grain size of sandy soil, unit weight, and unconfined compressive quality test. The sand and different measures of polymer 2 , 3 , and 4 and concrete 20 , 30 , and 40 were blended in with every one of them into mixture utilizing hand blending in research center conditions. The examples were exposed to unconfined pressure tests to decide their quality following 7 days of restoring. The consequences of the tests showed that the waterborne polymer fundamentally improved the unconfined pressure quality of sandy soils which have weakness of liquefaction. Polymer altered the building properties of soil through physical holding. The amount of polymer required to modify the engineering properties was directly related to specific surface and soil particle coating thickness. Polymer amended soils displayed a reduced performance compared to cement amended soils. Sankalp Jain | Prabhat Kumar Tiwari | Abhay Kumar Jha "An Experimental Study of Soil Stabilization with Cement and Polymer" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47711.pdf Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47711/an-experimental-study-of-soil-stabilization-with-cement-and-polymer/sankalp-jain
Fly ash is a fine powder that is a byproduct of burning pulverized coal in electric generation power plants.
what is fly ash
fly ash products
coal fly ash uses
class f fly ash
fly ash class c
type f fly ash
fly ash composition
fly ash uses
applications of fly ash
advantages of fly ash
disadvantages of fly ash
properties of fly ash
chemical properties of fly ash
physical properties of fly ash
uses of fly ash
fly ash price
fly ash for sale
dangers of fly ash
fly ash in construction
fly ash composition
mechanism of fly ash
Type of Fly Ash as per American Society for Testing and Materials (ASTM C618)
Type of Fly Ash as per IS Codes (IS 3812-1981)
fly ash in construction
fly ash uses
what is fly ash
fly ash for sale
fly ash price
fly ash products
ash construction inc
fly ash distributor
where to buy fly ash
fly ash for sale
fly ash suppliers usa
fly ash hazards
charah fly ash
fly ash price
fly ash in concrete problems
fly ash concrete
class c fly ash suppliers
class f fly ash
where to buy fly ash
class f fly ash composition
what is fly ash
cost of fly ash
fly ash distributor
fly ash for sale
fly ash ppt
Fly ash bricks used to construct masonic structures, buildings, bridges,etc. Help to understand difference between red bricks and fly ash bricks. SWOT analysis of fly ash bricks. pricing methods. Payment terms. applications.
This document is prepared for our major project submission for B.tech degree. the project deals with improvement of compressive strength of pervious concrete with out affecting its permeability property much.
Waste & recycled material in concrete technologypaisa dheeraj
ABSTRACT
Concrete is an essential material with a worldwide estimated consumption 33(billion tones/year)
Worldwide consumption of concrete amounts to more than 1000 Kgs/person.
For more than a century, several inclusions have been mixed with Portland cement, but nowadays the most consumed construction material worldwide to improve both the strength and durability required for construction.
Approximately 5%–6% of global CO2 emissions originate from the manufacturing of PC.
Therefore, PC contributes significantly to the climate change.
The present paper describes the different inclusions that can be combined with cement and reviews the achievements like reducing the high carbon footprint of Portland cement, and obtaining new smart features.
NEED OF RECYCLING WASTE MATERIALS
Rise in population.
Large-scale demand for housing.
Overstressing the reserves of traditional building materials.
Cement material presently not in a position to cope the millions of the country.
The enormous amount of waste materials.
Recycling becoming imperative & mandatory.
ROLE OF WASTE MATERIAL IN CLINKER PRODUCTION
Many waste materials contain basic ingredients that are needed for the manufacturing of cement clinker
Fly ash can also be used as a source of raw material
Lime sludge can be used as a substitute for limestone
Red mud a waste material from the production of alumina used as a raw material for cement clinker production Phosphogypsum as a mineralizer for making clinker
WHAT IS RICE HUSK ASH (RHA)?
Rice husk is protecting outer cover of rice paddy The rice paddy milling industries give the by product rice husk.
The RHA is obtained by burning the Rice husk.
RHA can be used as supplementary cementitious material.
In rice milling operation one ton of rice paddy produces 400kg of rice husk, Burning of husk results in 20% by weight of ash.
Summer Internship Presentation of Building Self-employed
This presentation includes various types of information which are precisely done at the time of internship. This includes Short detail of company, project, process, difficulties faced and some simple formulae to calculate the Quantity and estimation of materials used.
Self-compacting concrete (SCC) is a flowing concrete mixture that is able to consolidate under its own weight. The highly fluid nature of SCC makes it suitable for placing in difficult conditions and in sections with congested reinforcement. Use of SCC can also help minimize hearing-related damages on the worksite that are induced by vibration of concrete. Another advantage of SCC is that the time required to place large sections is considerably reduced.
An Experimental Study of Soil Stabilization with Cement and Polymerijtsrd
The aim of the study was to determine the value of Unconfined compressive strength and CBR values of Soil after stabilizing it with Cement and Polymer. Soil stabilization has been widely used as an alternative to substitute the lack of suitable material on site. The utilization of nontraditional compound stabilizers in soil improvement is developing every day. In this investigation a lab try was led to assess the impacts of waterborne polymer on unconfined pressure quality on sandy soil and CBR Test on clayey soil .The lab tests were performed including grain size of sandy soil, unit weight, and unconfined compressive quality test. The sand and different measures of polymer 2 , 3 , and 4 and concrete 20 , 30 , and 40 were blended in with every one of them into mixture utilizing hand blending in research center conditions. The examples were exposed to unconfined pressure tests to decide their quality following 7 days of restoring. The consequences of the tests showed that the waterborne polymer fundamentally improved the unconfined pressure quality of sandy soils which have weakness of liquefaction. Polymer altered the building properties of soil through physical holding. The amount of polymer required to modify the engineering properties was directly related to specific surface and soil particle coating thickness. Polymer amended soils displayed a reduced performance compared to cement amended soils. Sankalp Jain | Prabhat Kumar Tiwari | Abhay Kumar Jha "An Experimental Study of Soil Stabilization with Cement and Polymer" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47711.pdf Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47711/an-experimental-study-of-soil-stabilization-with-cement-and-polymer/sankalp-jain
Fly ash is a fine powder that is a byproduct of burning pulverized coal in electric generation power plants.
what is fly ash
fly ash products
coal fly ash uses
class f fly ash
fly ash class c
type f fly ash
fly ash composition
fly ash uses
applications of fly ash
advantages of fly ash
disadvantages of fly ash
properties of fly ash
chemical properties of fly ash
physical properties of fly ash
uses of fly ash
fly ash price
fly ash for sale
dangers of fly ash
fly ash in construction
fly ash composition
mechanism of fly ash
Type of Fly Ash as per American Society for Testing and Materials (ASTM C618)
Type of Fly Ash as per IS Codes (IS 3812-1981)
fly ash in construction
fly ash uses
what is fly ash
fly ash for sale
fly ash price
fly ash products
ash construction inc
fly ash distributor
where to buy fly ash
fly ash for sale
fly ash suppliers usa
fly ash hazards
charah fly ash
fly ash price
fly ash in concrete problems
fly ash concrete
class c fly ash suppliers
class f fly ash
where to buy fly ash
class f fly ash composition
what is fly ash
cost of fly ash
fly ash distributor
fly ash for sale
fly ash ppt
Fly ash bricks used to construct masonic structures, buildings, bridges,etc. Help to understand difference between red bricks and fly ash bricks. SWOT analysis of fly ash bricks. pricing methods. Payment terms. applications.
This document is prepared for our major project submission for B.tech degree. the project deals with improvement of compressive strength of pervious concrete with out affecting its permeability property much.
Waste & recycled material in concrete technologypaisa dheeraj
ABSTRACT
Concrete is an essential material with a worldwide estimated consumption 33(billion tones/year)
Worldwide consumption of concrete amounts to more than 1000 Kgs/person.
For more than a century, several inclusions have been mixed with Portland cement, but nowadays the most consumed construction material worldwide to improve both the strength and durability required for construction.
Approximately 5%–6% of global CO2 emissions originate from the manufacturing of PC.
Therefore, PC contributes significantly to the climate change.
The present paper describes the different inclusions that can be combined with cement and reviews the achievements like reducing the high carbon footprint of Portland cement, and obtaining new smart features.
NEED OF RECYCLING WASTE MATERIALS
Rise in population.
Large-scale demand for housing.
Overstressing the reserves of traditional building materials.
Cement material presently not in a position to cope the millions of the country.
The enormous amount of waste materials.
Recycling becoming imperative & mandatory.
ROLE OF WASTE MATERIAL IN CLINKER PRODUCTION
Many waste materials contain basic ingredients that are needed for the manufacturing of cement clinker
Fly ash can also be used as a source of raw material
Lime sludge can be used as a substitute for limestone
Red mud a waste material from the production of alumina used as a raw material for cement clinker production Phosphogypsum as a mineralizer for making clinker
WHAT IS RICE HUSK ASH (RHA)?
Rice husk is protecting outer cover of rice paddy The rice paddy milling industries give the by product rice husk.
The RHA is obtained by burning the Rice husk.
RHA can be used as supplementary cementitious material.
In rice milling operation one ton of rice paddy produces 400kg of rice husk, Burning of husk results in 20% by weight of ash.
The Journal of MC Square Scientific Research is published by MC Square Publication on the monthly basis. It aims to publish original research papers devoted to wide areas in various disciplines of science and engineering and their applications in industry. This journal is basically devoted to interdisciplinary research in Science, Engineering and Technology, which can improve the technology being used in industry. The real-life problems involve multi-disciplinary knowledge, and thus strong inter-disciplinary approach is the need of the research.
Use of Over-Burnt Bricks as Coarse aggregate in ConcreteEditorIJAERD
In modern construction industry number of materials are used and one of the materials is Brick. Regular
bricks are generally used in buildings or in some other engineering applications. In manufacturing of these bricks, a lot
of waste is produced in the form of over- burnt-bricks. The bricks being near to the fire in the furnace receives a
temperature more heat and eventually shrink and loose its shape, its color becomes reddish. These bricks can’t be used
in construction, directly because of their distorted shape dark color. hose over-burnt brick could be a source of recycled
coarse aggregate. The primary goal of this paper is to assess the suitability of incorporating over-burnt bricks in
concrete, by the partial replacement of natural coarse aggregate (NCA) with overburnt brick aggregate (OBBA) in a
ratio of 20%, 50%, and 100%. Initially, mix proportion of 1:2:4 and w/c of 0.57 was selected. By replacing NCA with
OBBA while using mix proportion of 1:2:4 and w/c of 0.57, the resulting concrete was found non-mixable and nonworkable. Thus, mix was designed (for targeted strength of 4ksi) for all replacement percentages. Slump test was
conducted for each replacement and the results show that by increasing replacement percentage the workability of
concrete decreases. the slump values are in between the range of 3–1.5 inches. For compressive strength the cylindrical
specimens of 6" x 12" were tested at 3, 7, and 28 days. For 20% replacement, the loss in compressive strength is 42.16%
for 3 days and for 7 and 28 days the loss is 46.96% and 61.37% respectively. For 50 % replacement, the loss in strength
for 3, 7 and 28 days is 29.73%, 30.87% and 58.29% respectively. For 100% replacement, the loss in strength for 3, 7 and
28 days is 48.65%, 55.65% and 69.19%.
Utilization Of Sugarcane Bagasse Ash (SCBA) In Concrete By Partial Replacemen...iosrjce
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of mechanical and civil engineering and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in mechanical and civil engineering. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
Similar a Light weight concrete with partial sand with wooden powder (20)
Fruit shop management system project report.pdfKamal Acharya
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Light weight concrete with partial sand with wooden powder
1. CIVIL DEPARTMENT
MAJOR PROJECT
ON
LIGHT WEIGHT CONCRETE WITH WOODEN POWDER
GUIDED BY :-
MR. SHISHIR VIJAYVERGIYA
PREPARED BY :-
PARAMJEET SINGH DHARIWAL, RAHUL
SINGH PARMAR, NAMIT KAYSHAP,
HARSHIT GUPTA, NAVEEN PARASAR,
AJIT SINGH THAKUR, ANTIM MANDOLI
SHUBHAM VAISHNAV
SUSHILA DEVI BANSAL COLLEGE OF
TECHNOLOGY , INDORE
2. OBJECTIVE
To determine the strength and weight of normal concrete with
respect to lightweight concrete by replacing with wooden powder (as
sand) in different proportions.
4. INTRODUCTION
LIGHT WEIGHT CONCRETE
Lightweight concrete can be defined as a type of concrete which
includes an expanding agent in it that increases the volume of the
mixture while reducing the dead weight.
It is lighter than the conventional concrete with a dry density of 300
kg/m3 up to 1840 kg/m3.
The main specialties of lightweight concrete are its low density and
low thermal conductivity.
5. WOODEN POWDER
Saw dust is also known as wooden powder
or wooden dust. It is the by product of
cutting, drilling, grinding, sanding wood .
It is produced as a small irregular chips or
small garbage of wood during sawing of
logs of timber into different sizes
It is also the by product of certain animals,
birds and insects which live in wood, such
as the woodpecker and carpenter ant.
Continue….
6. TYPES OF LIGHT WEIGHT CONCRETE:
Using lightweight aggregates: This type is produced using lightweight
aggregate such as volcanic rock, wooden powder or expanded clay. It can
be produced with the use of naturally mined lightweight aggregates (bulk
density in the range of 880 kg/m3) or manmade lightweight aggregates like
“Aardelite” or “Lytag” (bulk density 800 kg/m3).
Using foaming agents: This one is produced through the addition of a
foaming agent in cement mortar. This creates a fine cement matrix which
has air voids throughout its structure. Aerated cement mortar is produced
by the introduction of a gas into cementitious slurry so that after hardening
a cellular structure is formed.
7. INTRODUCTION
LIGHT WEIGHT CONCRETE
Lightweight concrete can be defined as a type of concrete which
includes an expanding agent in it that increases the volume of the
mixture while reducing the dead weight.
It is lighter than the conventional concrete with a dry density of 300
kg/m3 up to 1840 kg/m3.
The main specialties of lightweight concrete are its low density and
low thermal conductivity.
8. INTRODUCTION
LIGHT WEIGHT CONCRETE
Lightweight concrete can be defined as a type of concrete which
includes an expanding agent in it that increases the volume of the
mixture while reducing the dead weight.
It is lighter than the conventional concrete with a dry density of 300
kg/m3 up to 1840 kg/m3.
The main specialties of lightweight concrete are its low density and
low thermal conductivity.
9. INTRODUCTION
LIGHT WEIGHT CONCRETE
Lightweight concrete can be defined as a type of concrete which
includes an expanding agent in it that increases the volume of the
mixture while reducing the dead weight.
It is lighter than the conventional concrete with a dry density of 300
kg/m3 up to 1840 kg/m3.
The main specialties of lightweight concrete are its low density and
low thermal conductivity.
10. A.V.S.Sai. Kumar, Krishna Rao.
By using 25% of wooden powder as a partial replacement to fine aggregate
there is no change in compressive strength.
Venkata Sairam Kumar, Dr. B. Panduranga Rao, Krishna Sai.
By Using 25% of partial replacement of aggregates with waste material
(wooden powder, sugarcane residue) improves hardened concrete
properties.
Chandana Sukesh, Katakam Bala Krishna, P.Sri Lakshmi Sai Teja,
S.Kanakambara Rao.
when fine aggregates was partially replaced with 25%- 50% waste material
(wooden powder, sugarcane residue) maximum strength was achieved as
partial replacement for aggregates.
LITERATURE REVIEW
11. H. S. Sureshchandra, G. Sarangapani, and B. G.Naresh Kumar
The properties of mortar were investigated with the replacement of 25% and
50% of fine aggregate this work has indicated that 25% replacement level
exhibit higher strength than the controlled sample.
The compressive strength of concrete is found to decrease with the increase in
wooden waste content.
C.Marthong, Lecturer, Civil Engineering Department, Shillong Polytechnic,
Meghalaya, India
Important oxide content was 65.45% by weight of SDA and has a pH value of
11.12, which shows that it’s alkaline in nature
Continue…..
12. MATERIALS
Cement
Course Aggregate
Sand(Aggregate)
Wooden Dust (as replacement of sand by different
proportions)
Water
14. As per now, we have created natural concrete cubes of size 15x15x15cm
by the help of cement ,sand and natural aggregate.
The mixes of grade M20 correspond approximately to the mix proportion
(1:1.5:3) respectively.
With the help of molds we have created cubes and after that we have
calculated the weight of natural concrete cubes for comparison and then
The compressive strength of the cubes have been recorded with the help
of compressive testing machine.
After completing natural concrete cubes we shifted our focus on making
concrete cubes with the help of wooden powder by replacing sand by
5%, 10%, 15%, 20% , 25% and curing and results have been obtained.
Continue….
15. Materials Quantity
Cement 4.30 kg
Aggrigate 13.36 kg
Sand 6.462 kg
water 2.58 L
MATERIALS USED FOR CASTING NORMAL
CONCRATE CUBE
21. RESULTS & DISCUSSION
WEIGHT OF CONCRETE
GRADE OF
CONCRETE
NATURAL CONCRETE LIGHT WEIGHT CONCRETE DEFFERENCE
(%)
7 Days
(Kg)
14
Days
(Kg)
28
Days
(Kg)
Wooden
Powder
%
7 Days
(Kg)
14 Days
(Kg)
28
Days
(Kg)
M20 8.769 8.871
5 8.115 8.200 7.56
10 7.830 7.871 11.27
15 7.650 7.700 13.20
20 6.190 6.550 24.79
25 5.950 6.150 30.67
22. COMPARISON OF WEIGHT
The weight difference between light weight concrete and normal concrete
is 7.56 %.
Continue…
7.8
8
8.2
8.4
8.6
8.8
9
Normal Concrete Light Weight
Concrete (5% wooden
powder)
Series 1
Series 2
24. The weight difference between the normal concrete and light weight
concrete is 13.20 %.
7
7.2
7.4
7.6
7.8
8
8.2
8.4
8.6
8.8
9
Normal concrete
(M-20)
light weight
concrete (15%
wooden powder)
Continue…
25. The weight difference between light weight concrete and normal
concrete is 30.89 %.
8
8.1
8.2
8.3
8.4
8.5
8.6
8.7
8.8
8.9
Normal concrete
(M-20)
Light weight
concrete (20 %
wooden powder)
Continue…
26. The weight difference between normal concrete and light weight
concrete is 32.58 %.
Continue…
0
1
2
3
4
5
6
7
8
9
Normal Concrete
(M-20)
Light weight
concrete (25%
wooden powder)
27. Continue…
COMPRESSIVE STRENGTH
GRADE OF
CONCRETE
NATURAL CONCRETE LIGHT WEIGHT CONCRETE DEFFERENCE
(%)
7 Days
(N/m
m²)
14
Days
(N/m
m²)
28
Days
(N/m
m²)
Wooden
Powder
%
7 Days
(N/m
m²)
14 Days
(N/mm
²)
28
Days
(N/m
m²)
M20 274 347
5 130 144 58.50
10 44 135 61.09
15 19 28 91.9
20 2 15 95.6
25 6 12 96.54
28. The difference between the strength of light weight concrete and normal concrete
is 58.50%.
Continue…
0
50
100
150
200
250
300
350
Normal concrete
(M-20)
Light weight
concrete (5%
wooden powder)
29. The difference between the strength of light weight concrete and normal concrete is
61.09%.
Continue…
0
50
100
150
200
250
300
350
Normal concrete
(M-20)
Light weight
concrete (10%
wooden powder)
30. The difference between the strength of light weight concrete and normal concrete
is 91.9%.
Continue…
0
50
100
150
200
250
300
350
Normal concrete
(M-20)
Light weight
concrete (15%
wooden powder)
31. The difference between the strength of light weight concrete and normal concrete is
95.6 %.
Continue…
0
50
100
150
200
250
300
350
Normal concrete
(M-20)
Light weight
concrete (20%
wooden Powder)
32. The difference between the strength of light weight concrete and normal concrete is
96.54%.
Continue…
0
50
100
150
200
250
300
350
Normal concrete
(M-20)
Light weight
concrete (25%
wooden podwer)
33. CONCLUSION
As we replaced sand by wooden powder in different proportions
we conclude that the weight and strength varies accordingly. As we
increase the percentage of wooden powder the weight of the cube
decreases, but accordingly characteristic compressive strength also
decreases rapidly. As per our observations we found that
I. In M-20 the strength of concrete decreases as in increase in
proportions of wooden powder.
34. SCOPE OF THE WORK
a) Use of saw dust and by sand replacement in normal
concrete for real time projects thereby reducing
the overall cost of construction.
b) Reduction in mining river sand helps protecting the
ground water table.
c) The effective way of utilising waste material leads
to clean environment.
35. REFERENCES
A.V.S.Sai. Kumar, Krishna Rao “A Study on Strength of Concrete with Partial
Replacement of Cement with Quarry Dust and Metakaolin, March 2014.
Venkata Sairam Kumar, Dr. B. Panduranga Rao, Krishna Sai, “Experimental
Study on Partial Replacement of Cement with Quarry Dust”
H. S. Sureshchandra, G. Sarangapani, and B. G.Naresh Kumar, Experimental
Investigation on the Effect of fly Ash on Mortar Mixes.
Replacement of Sand by Quarry Dust in Hollow Concrete Block for Different
Mix Proportions. February 2014.
Baboo Rai, Sanjay Kumar, and Kumar Satish, Effect of Fly Ash on Mortar
Mixes with Quarry Dust as Fine Aggregate. Advances in Materials Science and
Engineering.
36. Continue…
Tasnia Hoque, Muhammad Harunur Rashid, Md. Rokon Hasan, Ebna Forhad
Mondol, “Influence of Stone Dust as Partially Replacing Material of Cement
and Sand on some Mechanical Properties of Mortar.” April 2013
A.Krishnamoorthi, and G. Mohan Kumar, Properties of Green Concrete Mix
by Concurrent use of Fly Ash and Quarry Dust. August. 2013
Chandana Sukesh, Katakam Bala Krishna, P.Sri Lakshmi Sai Teja,
S.Kanakambara Rao, “Partial Replacement of Sand with Quarry Dust in
Concrete” May 2013.
Ms.Monica C. Dhoka,“Green Concrete: Using Industrial Waste of Marble
Powder, Quarry Dust and Paper Pulp” October 2013
M.V.Rama Raju , K.V.Vivek , Dr. T. Siva Shankar Reddy and P.Srinivas
Reddy, “Study of Properties of SCC using „Quarry Dust‟ and „Fly Ash‟
37. Chandana Sukesh, Katakam Bala Krishna, P.Sri Lakshmi Sai Teja,
S.Kanakambara Rao, “Partial Replacement of Sand with Quarry Dust in
Concrete” May 2013
M.V.Rama Raju , K.V.Vivek , Dr. T. Siva Shankar Reddy and P.Srinivas
Reddy, “Study of Properties of SCC using „Quarry Dust‟ and „Fly Ash‟
Dr. A.D. Pofale1. Sighed Raziuddin Quadri, “Effective Utilization of
Crusher Dust in Concrete Using Portland Pozzolana Cement.”Manu
Santhanam and Subramanian ,S.“Current developments in self compacting
concrete” Indian Concrete Journal, June, Vol., pp11-22
Continue….