STUDY OF HEATING EFFECT ON THE 100 OC & 200 OC TEMPERATURE ON PHYSICAL AND MECHANICAL PROPERTIES ON THE LIMESTONE IN LABORATORY
As the development of the advanced fuel cycle takes us to nuclear elections as one that is used as an energy source. The choice of underground storage as nuclear waste storage creates problems due to the heat energy generated to the surrounding rocks so that there is a deep understanding of the e...
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Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/54612 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | As the development of the advanced fuel cycle takes us to nuclear elections as one that is used
as an energy source. The choice of underground storage as nuclear waste storage creates
problems due to the heat energy generated to the surrounding rocks so that there is a deep
understanding of the effect of temperature on the physical properties and the mechanical
properties of the rock.
Laboratory testing conducted to determine the effect of heating the rock with different
temperatures - depending consisting of physical properties , test the dynamic properties , and
test the mechanical properties . Test rock samples used in this experiment is limestone. Test
rock samples will undergo heating at a temperature of 100 ° C in a oven with a capacity of
250° C for 5 hours, 10 hours, and 20 hours and at temperature of 200 oC for 5 hours and 20
hours with the assumption that the heat has spread evenly up into the rock structure and during
the test the heat in the sample is kept constant.
The parameters that have been obtained during the test will be compared with the parameters
in the natural state . The results showed the effect of time heating at the same temperatures and
the effect of temperature in the same time which vary with the physical properties , the dynamic
properties and mechanical properties of the rock sample test . Some parameters of physical and
mechanical properties are used for modeling on openings and resulted in the value of Strength
Factor which tends to decrease in the roof and wall tunnel. |
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