IRNI IRISHA NAZLI (AA12114) PSM2

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Transcript of IRNI IRISHA NAZLI (AA12114) PSM2

MECHANICAL PROPERTIES OF RECYCLED PLASTIC IN POLYMER CONCRETE FOR CONSTRUCTION

MATERIAL

IRNI IRISHA BINTI NAZLI AA12114

Dr. FADZIL BIN MAT YAHAYA

PROBLEM STATEMENT

• The waste is not bio-degradable, as in the case of plastics, and the nature cannot absorb it.

• Plastics take about 450 years to break down.• Most of this waste was buried in municipal

land without any used and burned in landfills.• Open dumping sites : required high

maintenance costs apart from causing the value of the surrounding real estate.

OBJECTIVE

To investigate the effect of plastic waste towards mechanical properties of polymer concrete

To investigate the effect of plastic waste towards durability of polymer concrete

To determine the optimum mix of plastic waste to be use in polymer concrete.

SCOPE

• Polypropylene (PP)• High Density

Polyethylene (HDPE) • Polyethylene (PET)

Type of plastic used

• Compressive strength• Flexural Strength• Water absorptionTesting

LITERATURE REVIEW

METHODOLOGY

Collect samples at Terang Bersih Sdn Bhd, Jabor

Clean samples

Cuts into a pieces in size 3-5mm

Mix with riversol resin

Formed into cube and cuboid shape

Compressive strength (ASTM D1621)

PP HDPE PET 6.3.1 6.2.2 6.1.30

5

10

15

20

25

15.576 16.357

20.284

15.464 15.39 15.632

COMPRESSIVE STRENGTH

MIX OF PLASTIC

MPA

COMPRESSIVE STRENGTH WITH 24HR WATER ABSORPTION

PP HDPE PET 6.3.1 6.2.2 6.1.30

5

10

15

20

25

15.57 16.355

20.279

15.465 15.386 15.632

COMPRESSIVE STRENGTH

MIX OF PLASTICS

MPa

COMPRESSIVE STRENGTH WITH 3DAYS WATER ABSORPTION

PP HDPE PET 6.3.1 6.2.2 6.1.30

5

10

15

20

25

15.569 16.356

20.276

15.465 15.383 15.628

COMPRESSIVE STRENGTH

MIX OF PLASTICS

Mpa

COMPRESSIVE STRENGTH

WITH 7DAYS WATER ABSORPTION

FLEXURAL STRENGTH (ASTM D790)

PP HDPE PET 6.3.1 6.2.2 6.1.30

500

1000

1500

2000

2500

3000

3500

4000

1496.4

2180.93

3799.49

1520.75 1620.97 1781.11

Axis Title

Axis

Tit

leFLEXURAL STRENGTH

WATER ABSORPTION (ASTM D570)

PP HDPE PET 6.3.1 6.2.2 6.1.3230

240

250

260

270

280

290

300

310

Series1 Series2

MIX OF PLASTIC

MAS

S (g

)WATER ABSORPTION FOR 24HR, 3DAYS &

7DAYS

CONCLUSIONS

• Regarding to result, 3 types of recycled plastic are suitable for use in construction materials.

• The potential production of these components and their cost is conditioned absolutely by the possibility of obtaining the main raw material.

• they reduce plastic waste that causes pollution, instead of using up natural resources.

RECOMMENDATION

• It can be mix as a aggregate in a concrete.

• Size of plastic waste should be graded.• Add another durability to support a

data.

GANTT CHARTPROPOSED ACTIVITY FLOW

MONTH

PSM 1 PSM 2

9 10 11 12 1 2 3 4 5 6

Preliminary Study                    

Research and Development                    

Exploratory Data Collection                    

Sample Collection and Preparation                    

Testing : Compressive                    

Testing : Flexural                    

Testing : Water absorption                    

Data Analysis                    

Validation                  

Writing Up Final Thesis                    

REFERENCES

• Rosano Gaggino,2012. Water-resistant Made From Recycled Plastics and Resin: journal of Construction and Building Materials,35:468-482

• Yin Shi,Tuladhar Rabin,2013. Mechanical Properties of Recycled Plastic Fibres for Reinforcing Concrete: research of Fibre Concrete : 12-13