bricks made from recycled plastic
recycle plastic bottles into bricks
plastic brick edging
plastic bricks for walls
plastic bricks for construction
american plastic bricks toy
plastic brick wall covering
american plastic bricks by elgo
bricks made from recycled plastic
recycle plastic bottles into bricks
plastic brick edging
plastic bricks for walls
plastic bricks for construction
american plastic bricks toy
plastic brick wall covering
american plastic bricks by elgo
Partial Replacement of Cement with Marble Dust PowderIJERA Editor
The waste generated from the industries cause environmental problems. Hence the reuse of this waste material
can be emphasized. MarbleDust Powder (MDP) is a developing composite materialthatwillallow the
concrèteindustry to optimisemateriel use, generateeconomicbenefits and build structures thatwillstrong, durable
and sensitive to environnement. MDP is by-product obtained during the quarrying process from the parent
marble rock; which contains high calcium oxide content of more than 50%. The potential use of MDP can be an
ideal choice for substituting in a cementitious binder as the reactivity efficiency increases due to the presence of
lime. In this research work, the waste MDP passing through 90 microns,has used for investigating of hardened
concrete properties. Furthermore, the effect of different percentage replacement of MDP on the compressive
strength, splitting tensile strength (indirect tensile strength)&flexural strength has been observed. Inthis
experimental study, the effect of MDP in concrete on strength ispresented. Five concrete mixtures containing
0%, 5%, 10%, and 20% MDP as cement replacement by weightbasis has been prepared. Water/cement ratio
(0.43) was kept constant, in all the concretemixes. Compressive strength, split tensile strength & flexural
strength of the concrete mixtures has been obtainedat 7 and 28 days. The results of the laboratory work showed
thatreplacement of cement with MDP increase, upto 10% for compressive strength,&upto 15% for split
tensilestrength &flexural strength of concrete.
Recycle material used in road constructionpavan bathani
As the world population grows, so do the amount and type of waste being generated.Many of the waste produced today will remain in environment.The creation of non decaying waste material, combined with a growing consumer population, has resulted in a waste disposal crisis.
One solution to this crisis lies in recycling waste into useful products.
It is try to match society need for safe and economic disposal of waste material with highway industry need for better and more cost effective construction material.
Pervious concrete (also called porous concrete, permeable concrete, no fines concrete and porous pavement) is a special type of concrete with a high porosity used for concrete flatwork applications that allows water from precipitation and other sources to pass directly through, thereby reducing the runoff from a site and allowing groundwater recharge. ...
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interesting civil engineering topics
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seminar topics pdf
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seminar topic for civil engineering pdf
Partial Replacement of Cement with Marble Dust PowderIJERA Editor
The waste generated from the industries cause environmental problems. Hence the reuse of this waste material
can be emphasized. MarbleDust Powder (MDP) is a developing composite materialthatwillallow the
concrèteindustry to optimisemateriel use, generateeconomicbenefits and build structures thatwillstrong, durable
and sensitive to environnement. MDP is by-product obtained during the quarrying process from the parent
marble rock; which contains high calcium oxide content of more than 50%. The potential use of MDP can be an
ideal choice for substituting in a cementitious binder as the reactivity efficiency increases due to the presence of
lime. In this research work, the waste MDP passing through 90 microns,has used for investigating of hardened
concrete properties. Furthermore, the effect of different percentage replacement of MDP on the compressive
strength, splitting tensile strength (indirect tensile strength)&flexural strength has been observed. Inthis
experimental study, the effect of MDP in concrete on strength ispresented. Five concrete mixtures containing
0%, 5%, 10%, and 20% MDP as cement replacement by weightbasis has been prepared. Water/cement ratio
(0.43) was kept constant, in all the concretemixes. Compressive strength, split tensile strength & flexural
strength of the concrete mixtures has been obtainedat 7 and 28 days. The results of the laboratory work showed
thatreplacement of cement with MDP increase, upto 10% for compressive strength,&upto 15% for split
tensilestrength &flexural strength of concrete.
Recycle material used in road constructionpavan bathani
As the world population grows, so do the amount and type of waste being generated.Many of the waste produced today will remain in environment.The creation of non decaying waste material, combined with a growing consumer population, has resulted in a waste disposal crisis.
One solution to this crisis lies in recycling waste into useful products.
It is try to match society need for safe and economic disposal of waste material with highway industry need for better and more cost effective construction material.
Pervious concrete (also called porous concrete, permeable concrete, no fines concrete and porous pavement) is a special type of concrete with a high porosity used for concrete flatwork applications that allows water from precipitation and other sources to pass directly through, thereby reducing the runoff from a site and allowing groundwater recharge. ...
pervious concrete cost vs concrete
pervious concrete cost
pervious concrete paving
pervious concrete driveway
pervious concrete companies
pervious concrete installation
pervious concrete patio
pervious concrete cost per yard
interesting civil engineering topics
civil engineering topics for presentation
civil seminar topics ppt
civil engineering seminar topics 2018
best seminar topics for civil engineering
seminar topics pdf
seminar topics for mechanical engineers
seminar topic for civil engineering pdf
Effect of plastic waste on tile by using thermosetting methodPriyank Panchmiya
The plastic tiles are more durable than the traditional tiles with respect to various perspectives as written in results. Looking towards the flexural capacity of the tiles, those can be used under heavy loads. The areas of heavy loads can be garages, workshops, parking, etc. The less wear and tear will be seen in these plastic tiles. Only thing, the cost of the tiles is slightly more than the traditional tiles but this can be overseen with the other properties.
As above project studied that the plastic is harmful for environment and very much amount plastic waste discard in surrounding in daily routing.
Experimental Investigation on Plastic Sand Aggregate as a Partial Replacement...YogeshIJTSRD
The attempt is made on using plastic sand aggregate as a partial replacement for coarse aggregate in concrete. In this project work, conventional aggregate is replaced by 5, 10 and 15percentage of plastic sand aggregate in M20 grade of concrete. The compressive strength and split tensile strength of concrete mix at 7th, 14th and 28th day of curing period is determined along with the workability property of fresh concrete and results are analyzed and compared with the conventional mix. M. Saravanan | V. Revathi "Experimental Investigation on Plastic Sand Aggregate as a Partial Replacement for Coarse Aggregate in Concrete" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-4 , June 2021, URL: https://www.ijtsrd.compapers/ijtsrd41170.pdf Paper URL: https://www.ijtsrd.comengineering/civil-engineering/41170/experimental-investigation-on-plastic-sand-aggregate-as-a-partial-replacement-for-coarse-aggregate-in-concrete/m-saravanan
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Glass is a widely used product throughout the world; it is versatile, durable and reliable. The uses of glass
ranges drastically, therefore waste glass is discarded, stockpiled or land filled. About million tons of waste glass
is generated and around large percent of this glass is disposed of in landfills. This pattern has influenced
environmental organizations to pressure the professional community to lower the amount of glass being
discarded as well as find use to the non-recycled glass in new applications. In relation, the recycling of waste
glass as a component in concrete gives waste glass a sustainable alternative to land filling and therefore makes it
economically viable.The proposed study of utilising waste glass powder(GLP) in concrete as partial replacement
of cement as well as the use of crushed glass particles(CGP) retained on 1.18mm & 2.36mm IS sieve as a partial
replacement to sand, which offers important benefits related to strength of concrete as well as it is eco-friendly.
Recycling of mixed-colour waste glass possesses major problems for municipalities, and this problem can be
greatly eliminated by re-using waste glass as sand/cement replacement in concrete. Moreover, re-using waste
materials in construction can reduce the demand on the sources of primary materials.In this project the attempts
have been made to partially replace the cement as well as sand by waste glass powder and crushed glass
particles with equal combination by 5% interval up to 20% replacement and observe its effect on the strength of
concrete after 7 days and 28 days of curing.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
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Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
1. P a g e | 1
PLASTIC SOIL CONCRETE
GUJARAT TECHNOLOGICAL UNIVERSITY
CHANDKHEDA, AHMEDABAD
CENTRAL INSTTITUTE OF PLASTIC ENGINEERING AND
TECHNOLOGY: IPT AHMEDABAD
A REPORT ON
“PLASTIC SOIL CONCRETE”
Under the Subject of
DESIGN ENGINEERING - Ⅱ
B.E. Plastic Engineering Semester: 5
Submitted by: -
1. NEEL VAGHASIA J 170520123058
2. PREET PATEL D 170520123034
3. DHAVAL AKBARI A 170520123002
Guideline By:
Ms Aayushi wawre
Head of department:
Academic year:
2019-2020
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PLASTIC SOIL CONCRETE
ACKNOWLEDGEMENT
We would like to extend our heartily thanks with a deep sense
of gratitude and respect to all those who has provided us immense
help and guidance during our project.
We would like to express our sincere thanks to ourinternal guide
Ms aayushi wawre for providing a vision about the system and for
giving us an opportunity to undertake such a great challenging and
innovative work. We are grateful for the guidance, encouragement,
understanding and insightful support given in the development
process.
Last but not the least we would like to mention here that we are
greatly indebted to each and everybody who has been associated
with our project at any stage but whose name does not find a place
in this acknowledgement.
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PLASTIC SOIL CONCRETE
ABSTRACT
The research of plastic soil concrete is having major
purpose of soil conservation and management of plastic
waste. This research investigates on strength and property of
concrete and how to improve it by using different plastic
composition. Here development of concrete made up of
plastic soil is done and several tests are conducted in order to
check strength of modified concretecompare to conventional
concrete, as a result of study.
KEY WORDS: - soil conservation, plastic waste management,
compressive strength of PSC, modification of concreteand cost
cut-off.
4. P a g e | 4
PLASTIC SOIL CONCRETE
INDEX
Sr
no
TOPIC Page
no
1. INTRODUCTION 5
2. OBJECTIVES OF STUDY 6
3. MATERIALS 8
4. PREPARATION OF PSC 10
5. TEST’S 14
6. AEIOU AND MINDMAPPING 17
7. EMPATHY CANVAS 22
8. IDEATION CANVAS 25
9. PRODUCT DEVELOPMENT CANVAS 27
10. LEARNING NEED MATRIX 29
11. PRODUCT DESIGN 31
12. CONCLUTION & REFERENCES 32
5. P a g e | 5
PLASTIC SOIL CONCRETE
CHAPTER 1
INTRODUCTION
“Plastic soil concrete” is simply a mixture of plastic waste, soil, cement,
aggregates, and steel bars. The concrete is customised with plastic because
plastic is known for its tensiliability and compressibility abilities and also
cheap cost material.
With the drastic increase in population, the use of plastics has also
increased drastically. For years, researches and environmentalists are looking
for a solution to manage the plastic wastes disposal. Many ways of reusing
plastics for were implemented, yet hose ways were not enough to manage the
amount of plastic wastes being generated. So, incorporating plastic wastes in
concrete can be another way to reduce the disposalproblem of plastic wastes.
It can not only reducethe waste disposalproblem but also reduce the excessive
extraction ofnatural aggregates. Excessive extraction ofnatural aggregates can
cause slitting and sedimentation in rivers and can also change river courses,
causes death of aquatic life and expose land to agents of degradation. Since
waste is abundantly available, concretewith plastic aggregates can be cheaper
compared to conventional concrete.
[construction waste] [plastic waste]
[plastic concretecube]
6. P a g e | 6
PLASTIC SOIL CONCRETE
CHAPTER 2
OBJECTIVES OF STUDY
The main objective of this research is to explore the possibility of
using waste plastics in concrete as concrete aggregate and reduce
problems associated to plastic wastes disposal as well as the
extraction of natural aggregates from the environment.
Other objectives of research are as follows:
Soil conservation.
Soil conservation is the process of preventing erosion and loss
of fertility in soil. Erosion is problematic because loss of
topsoil equates to loss of nutrients that are required for plants
to survive. There are additional negative environmental effects
from loss of topsoil.
To obtain optimum percentage of aggregates replacement.
Here 10% of soil is replaced to plastic waste. But we are trying
to increase the amount of plastic materials as much as with
better strength.
To study change in strengths and properties of concrete.
Change in compressive capabilities, tensile strength, water
absorption capacity, split tensile strength and flexural stress.
7. P a g e | 7
PLASTIC SOIL CONCRETE
Plastic waste management.
We are trying to use single use plastic like straws and also PP
[raffia grade] with some HDPE and LDPE wastes.
Cost cut-off’s in concrete development.
As we all know plastic is wildly used because it is cheaper in
cost. So using plastic waste in concrete we can reduce cost of
production of concrete at some extend.
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PLASTIC SOIL CONCRETE
CHAPTER 3
MATERIALS
Materials used for this experiment are as follows: -
1. Cement: -
Portland pozzolana cement [PPC] was used for this
experiment. Properties according to IS 1489
2. Soil: -
Natural river and sand of zone 3 was used in construction
works. as per the experimental analysis, it is found that the
fineness modulus of sand is in the range of (2.78–1.71) as
per IS 383.
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PLASTIC SOIL CONCRETE
3. Coarse aggregate: -
Locally available coarse aggregate of specific gravity 2.6 &
size 20mm downgrade was used according to IS 383-1970
4. Plastic material: -
For this experiment plastic materials used are:
▪ PP straws & raffia grade bags waste.
▪ LDPE & PET wastes.
5. Water: -
Normal tap water is used for casting and curing of concrete
sample.
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PLASTIC SOIL CONCRETE
CHAPTER 4
PREPARATION OF [PSC]
In preparation of [PSC] concrete cube M20 grade concrete is
made in which 1:1.5:2:0.45 mix ratio is applied; cement, soil,
aggregates and water respectively.
Concentration of materials: - (for conventional concrete cube)
Total volume of concrete = 7.811 kg
Quantity of cement = 1.296 kg
Quantity of sand = 2.824 kg
Quantity of coarse aggregates = 2.592 kg
Quantity of water = 0.500 L
Concentration of materials: - (for plastic soil concrete cube)
Total volume of [PSC] concrete = 7.754 kg
Quantity of cement = 1.296 kg
Quantity of sand = 2.545 kg
Quantity of coarse aggregates = 2.592 kg
Quantity of plastic waste = 230 gm
Quantity of water = 0.500 L
Formula for calculation of materials for required vol ofconcrete:
𝒗 𝒄 =
𝒘
𝟏𝟎𝟎𝟎
+
𝑪
𝟏𝟎𝟎𝟎
𝒔 𝒄 +
𝑭 𝒂
𝟏𝟎𝟎𝟎𝒔 𝑭 𝒂
+
𝒄 𝒂
𝟏𝟎𝟎𝟎
𝑺 𝒄𝒂
Vc = absolute volume of concrete
W = mass of water
C = mass of cement
11. P a g e | 11
PLASTIC SOIL CONCRETE
Fa = mass of sand[soil]
Ca = mass of coarse aggregates
Sc = specific gravity of cement
Sfa = specific gravity of soil
Sca = specific gravity of coarse aggregates
Method of preparation for concrete specimen: -
Mixture preparation steps:
The concrete batch shall be mixed on water-tight, non-
absorbent platform with shovel or similar implement.
The cement and sand shall be mixed dry until the mixture is
thoroughly blended and is uniform in colour.
Then coarse aggregate shall be added and mixed with cement
and sand until coarse aggregate is uniformly distributed
throughout the batch.
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PLASTIC SOIL CONCRETE
Afterwards, water shall be added and entire batch mixed until
the concrete appears to be homogeneous and has desired
consistency.
Now time to fill mould with homogeneous mixture, with
specific method; fill mould 1/3 with mixture and using stick to
distribute mixture in all corners of mould. Similarly fill 2/3 and
distribute material and then completely 100%, afterwards
surface the top and left mixture in mould to cure.
For plastic specimen after filling 1/3 add plastic material,
similarly after 2/3 filling of mould.
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PLASTIC SOIL CONCRETE
Then left mixture in mould for 24 hours to solid.
Curing: -
After keeping concrete mixture in mould for 24 hours to
solidify, de-moulded it and place in water tub for different
period of time 3,7,14&28 days for curing and gaining strength
according to IS 516
We used 3 days’ time method to cure the cube
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PLASTIC SOIL CONCRETE
CHAPTER 5
TESTING
WATER ABSORPTION TEST: -
Test is conducted on the bases of Indian standards.
First of all, weighting of both cubes is done in dry
condition.
▪ Plastic soil concrete cube wt: 7.754
▪ Conventional concrete cube wt: 7.811
Now place cubes in water tub for 1 minute according to
standard procedure.
After 1-minute weight the cubes in wet condition.
▪ Plastic soil concrete cube wt: 7.773
▪ Conventional concrete cube wt: 7.824
we conclude that there is minor change in weight of
cubes due to absorption of water, which is negligible.
▪ Difference in weight of plastic cube is of [19gm]
▪ Difference in weight of conventional cube is [13 gm]
Grade of
concrete
Wt in dry
condition
Wt in wet
condition
% of water
absorbed
Quality of concrete
according to IS
M20[PSC] 7.754 kg 7.773 kg 0.24 % GOOD
M20[CC] 7.811 kg 7.824 kg 0.16% GOOD
15. P a g e | 15
PLASTIC SOIL CONCRETE
COMPRESSION TEST: -
Compression test is done according to Bureau of Indian
standards. Testing standard is IS 516:1959
Specimen: 150*150*150[mm] = 15cm³. Specimen age
is 4 days on day of compression testing.
Compressive strength of conventional concrete at age of 4 days
life is [3.29N/mm²] at compressive load of [74.1kN].
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PLASTIC SOIL CONCRETE
Compressive strength of plastic soil concrete at age of 4 days
life is [3.54N/mm²] at compressive load of [79.6kN].
3.29
3.54
3.15 3.2 3.25 3.3 3.35 3.4 3.45 3.5 3.55 3.6
CONVENTIONAL CONCRETE [AGE 4D]
PLASTICSOIL CONCRETE [AGE 4D]
compressive strength N/mm²
17. P a g e | 17
PLASTIC SOIL CONCRETE
CHAPTER 6
AEIOU AND MINDMAPPING
AEIOU SUMMARY: -
1. ENVIRONMENT: -
Soil conservation.
Plastic waste management.
Helps to reduce CO2 emission done while
production of cement.
Ocean waste management.
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PLASTIC SOIL CONCRETE
2. ACTIVITIES: -
Industrial visit.
Internet research.
Compression strength test.
Preparation of concrete slab.
Raw material collection.
Lab visit.
Interaction with lab supervisor.
Water absorption test.
3. INTERACTION: -
Faculty.
Civil industries staff.
Engineering students.
Builders.
4. USERS: -
Dam.
Civil contractors.
Bridges.
Builders.
Civil industry.
Flyovers.
[PSC] concrete roads.
Multi-storey buildings.
5. OBJECTS: -
Cement.
Water.
Soil.
Plastic waste.
Coarse aggregates.
Steel bars.
19. P a g e | 19
PLASTIC SOIL CONCRETE
MIND MAPPING: -
PLASTIC SOIL CONCRETE: -
RAW MATERIALS:
RAW MATERIAL CONCENTRATIONS.
RAW MATERIAL SPECIFICATIONS.
TESTS:
STANDARDS.
SPECIMEN SIZE.
TEST RESULTS.
MOULD:
METHOD OF PREPARATION:/
20. P a g e | 20
PLASTIC SOIL CONCRETE
Raw materials: -
Cement.
Soil.
Water.
Plastic waste.
Coarse Aggregates.
Steel bars.
Raw material concentrations: -[approx.]
Vol of cement: 1kg
Vol of sand: 1.28kg
Vol of plastic waste: 280gm
Vol of water: 500ml
Vol of coarse aggregates: 3.2kg
Raw material specifications: -
Cement: Portland cement (limestone & gypsum powder)
Coarse aggregates: lake, rivers & ocean bed, medium
size and dark colour.
Soil: slit, clay, nitrogen & from inner earth.
Water: tap water properties.
Plastic waste: HDPE & LDPE sheet waste, PP raffia
grade bags waste and PET bottles scrap.
Tests: -
Water absorption test.
Compressive strength test.
Standards: -
Bureau of Indian standards; IS 516:1959.
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PLASTIC SOIL CONCRETE
Specimen size: -
Cube specimen size: 15cm³.
Tests results: -
In water absorption test plastic concrete cube absorbs
[0.24%] water in wet condition.
For water absorption test of conventional concrete cube
[0.16%] water in wet condition.
This result of water absorption is GOOD according
Indian standards.
In compressive strength of plastic concrete cube is
[3.54N/mm²] and for conventional concrete cube is
[3.29N/mm²].
So, results display that plastic customized concrete
results better strength compare regular concrete.
Mould: -
Wooden mould with dimension of 150*150*150(mm)
Method of preparation: -
Combine raw material in 1:1.5:3:0.45 ratio [for M20
grade concrete]. Now from 1is cement, 1:5 is sand, 3 is
aggregates, 0:45 is water concentration.
Now 1:5 ratio is mixed with 10% plastic content. Next
mix plastic soil and cement dry.
Now dry mixture is mixed with aggregates along with
water topping on it, now mix the materials
homogeneously.
Now pour material step to step inside mould and
distribute material in direction of mould with the help of
stick.
After mould gets completely fill level the surface of
mould and left it to cure for some period.
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PLASTIC SOIL CONCRETE
CHAPTER 7
EMPATHY CANVAS
23. P a g e | 23
PLASTIC SOIL CONCRETE
EMPHATHY CANVAS: -
1. USERS:
Civil industries.
Builders.
Civil contractors.
[PSC] RCC roads.
2. STAKEHOLDERS:
Industrial expo.
Civil industries.
Plastic industries.
Builders.
3. ACTIVITIES:
Industrial visit.
Internet research.
Compressive strength test.
Lab visit.
Raw material collection.
Preparation of concrete slab.
Water absorption test.
Interaction with lab staff.
STORY BOARDING: -
Happy: By this product in making plastic soil concrete
we decrease 20% soil usage in manufacturing of
concrete. By replacing it with 10 to 20% plastic content,
which also helps in plastic waste management.
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PLASTIC SOIL CONCRETE
Happy: Now, a day’s costing is major issue in any
product. So, addition of plastic at some extend helps to
cut-off cost of concrete production. As we all know that
plastic is widely used because it is cheaper in cost.
Sad: It is used in construction of concrete about 8
billion tons approx. & rising day by day. So, using
plastic at some proportion helps to reduce soil content,
which further results in soil conservation. Otherwise it
leads to soil erosion and change in river flow patterns,
etc.
Sad: If soil erosion occurs than fertility of soil decreases
which results difficulty in farming also breaks down
forest, which causes dry land as desertification. Also,
water level goes deeper inside core of earth. Also,
plastic recycling is only 7% / year of plastic production,
which is also not good sign for environment.
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PLASTIC SOIL CONCRETE
CHAPTER 8
IDEATION CANVAS
IDEATION CANVAS: -
1. PEOPLE:
Business man.
Avg people.
Construction contractors.
Concrete block manufacturers.
Workers.
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PLASTIC SOIL CONCRETE
2. ACTIVITIES:
Industrial visit.
Lab visit.
Internet research.
Raw material collection.
Water absorption test.
Preparation of concrete cube.
3. SITUATION/CONTEXT/LOCATION:
Industry.
PSC RCC roads.
Under water construction.
Used in any season.
Buildings.
Dams/overbridges.
4. PROPS:
Need to improve strength more.
Need to reduce manufacturing costs.
Need to improve hardness.
Need to reduce production time.
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PLASTIC SOIL CONCRETE
CHAPTER 9
PRODUCT DEVELOPMENT CANVAS
PRODUCT DEVELOPMENT CANVAS: -
1. PURPOSE:
Construction of PSC RCC beam.
Preparing PSC RCC road.
Making of PSC RCC slab.
2. PRODUCT EXPERIENCE:
Safety.
Light in weight.
Cheaper than conventional RCC.
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PLASTIC SOIL CONCRETE
3. PRODUCT FUNCTIONS:
Combining plastic strength to concrete strength.
Negligible water absorption feature.
4. PRODUCT FEATURES:
Weather resistant.
Chemical resistant.
No maintenance.
low cost compares to conventional RCC.
Light in weight.
5. PEOPLE:
Business man.
Construction contractors.
Workers.
6. COMPONENTS:
Sand.
Water.
Cement.
Plastic waste.
Coarse aggregates.
7. CUSTOMER REVALIDATION:
Easy to form PSC slab.
Good hardened (drilling) strength.
No maintenance.
8. REJECT/REDESIGN/RETAIN:
Difficult to transport at actual site.
Uneven surface of PSC slab
Extra materials used to flat the surface.
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CHAPTER 10
LEARNING NEED MATRIX
LEARNING NEED MATRIX: -
1. PURPOSE/PRODUCT CONCEPT:
Testing of plastic concrete slab & plastic waste
management.
2. STAGE 1:
Concrete making process [hand method]
Bureau of Indian standards IS 516:1959
Plastic waste, Portland cement, coarse aggregates,
soil, water.
Shovel, wooden mould, bucket, tub.
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PLASTIC SOIL CONCRETE
3. STAGE 2:
15cm³ is cube specimen size, 1:1:5:3:0.45 is
concentration ratio of materials.
Water absorption test, compressive strength test.
𝒗 𝒄 =
𝒘
𝟏𝟎𝟎𝟎
+
𝑪
𝟏𝟎𝟎𝟎
𝒔 𝒄 +
𝑭 𝒂
𝟏𝟎𝟎𝟎𝒔 𝑭 𝒂
+
𝒄 𝒂
𝟏𝟎𝟎𝟎
𝑺 𝒄𝒂
M20 grade concrete cube, Vol of cement: 1kg, Vol of
sand: 1.28kg, Vol of plastic waste: 280gm, Vol of water:
500ml, Vol of coarse aggregates: 3.2kg.
1. 2.
[1] testing result [2] testing machine
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PLASTIC SOIL CONCRETE
CHAPTER 11
PRODUCT DESIGN
1. 2.
3.
[1] conventional concrete cube & [2] plastic soil concrete cube
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PLASTIC SOIL CONCRETE
CHAPTER 12
CONCLUTION AND REFERENCES
CONCLUTION
In this project successfully concludes its objectives of providing
better compressive strength compare to regular concrete cube. Also,
successful in water absorption test. Even plastic waste management
and soil conservation concept is seeming to be applicable at some
extend. At last cost cut-off is also major factor in civil industry.
REFERENCES
1. IS: 10262-2009,"Concrete Mix Proportioning -
Guidelines", Bureau of Indian Standards, New Delhi,
2009.
2. IS: 516-1959,"Methods of test for strength of concrete",
Bureau of Indian Standards, New Delhi, 1959.
3. https://www.hindawi.com/journals/isrn/2012/469272/
4. https://homeguides.sfgate.com/test-water-absorption-paver-
block-52187.html
5. https://newatlas.com/concrete-irradiated-plastic-stronger-
mit/51917/
6. https://medcraveonline.com/MOJCE/MOJCE-03-00082.php
7. https://www.nbmcw.com/tech-articles/concrete/25795-
plastic-mixed-reinforced-concrete-behaviour.html
8. Rajasekaran, S., Vasudevan, R., Paulraj, S.,"Reuse of
Waste Plastics Coated Aggregates-Bitumen Mix
Composite for Road Application – Green Method",
American Journal Engineering Research (AJER), 2(11),
pp. 1–13, 2013.
9. Ramasan, A., Babu, S.S., Lal, A., “Durability and
Bonding Characteristics of Plastic Aggregate Concrete”,
Journal of Mechanical and Civil Engineering (IOSR-
JMCE, 12(5), pp. 30-37, 2015.