AS MASONRY
KALUMIRE KUSIMWIRAGI
A report submitted in part requirement for the degree of Bachelor of
Environmental Design with Honours
Faculty of the Built Environment
Uganda Martyrs University
June, 2011
Investigating the Compressive Strength of Plastic Bottles as Masonry
CERTIFICATE OF ORIGINALITY
I hereby declare that this thesis entitled, “Investigating the Compressive Strength of plastic bottles as masonry” is the product of my own work except as cited in the references.
Signature :______________________________
Supervisor: Prof. Paul Thomas
Signature :______________________________
Date : 6 June 2011 i Investigating the Compressive …show more content…
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3.3.1 Sedimentation test ....................................................42
3.3.2 Dry sieving test ........................................................43
3.3.3 Plastic limit test .......................................................46
3.3.4 Moisture content test ...............................................48
3.3.5 Slump test .................................................................49
3.3.6 Flow test ...................................................................50
3.4 Producing the PETE bottles wall specimens......................51
3.5 Compressive test................................................................55
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Investigating the Compressive Strength of Plastic Bottles as Masonry
4
RESULT AND ANALYSIS......................................................61
4.1 Results of soil tests...............................................................61
4.1.1 Sedimentation test results..............................................61
4.1.2 Sieve test results............................................................63
4.1.3 Moisture content test results..........................................66
4.1.4 Slump test results...........................................................67
4.1.5 Flow test results.............................................................68
4.2 Results of compressive test .................................................69
4.2.1