STUDY EFFICIENCY OF UTILIZATION NON HAZARDOUS WASTE (FLY ASH) TO BE PROCESSED INTO CEMENT CONCRETE BASED ON COMPRESSIVE STRENGTH TEST AND FLEXURAL STENGTH TEST
The use of fly ash as a concrete-forming material has a positive impact from an environmental perspective. Fly ash is a very fine coal combustion residue. The fineness of the fly ash grains has the potential to cause air pollution. Handling fly ash at this time is still limited to stockpiling in...
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Format: | Final Project |
Language: | Indonesia |
Subjects: | |
Online Access: | https://digilib.itb.ac.id/gdl/view/69376 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | The use of fly ash as a concrete-forming material has a positive impact from an environmental
perspective. Fly ash is a very fine coal combustion residue. The fineness of the fly ash grains
has the potential to cause air pollution. Handling fly ash at this time is still limited to
stockpiling in vacant land. In this study, we will identify the benefits of fly ash as a substitute
for cement in concrete. Identification of fly ash material focuses on the effect of using this
material on the compressive strength of concrete, especially at the beginning of the concrete
life. The purpose of this study was to determine the effect of adding fly ash as a normal concrete
added to the mechanical properties which will be reviewed from the compressive strength and
flexural strength.
In this study, the percentage of fly ash variation is 0%, 15%, 20%, 25% of the cement weight
and will be tested with an age of 7-28 days of testing. This study tested 2 different objects,
namely cylindrical specimens and beam specimens with each variation of the presentation of
a different fly ash mixture.
With an increase in fly ash , the lower slump value will be produced by this study. The addition
of fly ash to a normal quality concrete mixture can increase the compressive strength and
flexibility compared to normal concrete without fly ash (0%). This increase has higher flexural
and compressive strength than normal concrete.
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