STUDY OF THE EQUILIBRATION TIME OF MATRIC SUCTION MEASUREMENT WITH FILTER PAPER METHOD FOR COMPACTED CLAY SHALE OF JATILUHUR FORMATION IN CISOMANG AREA
Clay shale is a material that is considered as a problematic soil by Indonesian geotechnical engineer because its behaviour that is greatly influenced by its saturated/unsaturated condition. Because of that, clay shale’s hydrolic property is needed to predict clay shale’s behaviour due to water c...
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id-itb.:493062020-09-14T09:43:15ZSTUDY OF THE EQUILIBRATION TIME OF MATRIC SUCTION MEASUREMENT WITH FILTER PAPER METHOD FOR COMPACTED CLAY SHALE OF JATILUHUR FORMATION IN CISOMANG AREA Salsabila Ramadhani, Hasnaa Indonesia Final Project - INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/49306 Clay shale is a material that is considered as a problematic soil by Indonesian geotechnical engineer because its behaviour that is greatly influenced by its saturated/unsaturated condition. Because of that, clay shale’s hydrolic property is needed to predict clay shale’s behaviour due to water content. In unsaturated condition, that behaviour is controlled by Soil-water characteristic curve (SWCC). One method to measure SWCC is filter paper method. In filter paper method, the sample and filter paper needs to be left for a certain time to achieve equilibrium. That time is called equilibration time. Equilibrium time is recommended for at least seven days, but there is no definite basis for this recommendation to be suitable for compacted clay shale. Before, SWCC for compacted clay shale have been researched with an equilibration time of fifteen days. Research for measuring equilibration time have been done in laboratory by leaving the sample and filter paper for a variation of time. This research has found that equilibration time of fifteen days is not enough for compacted clay shale and filter paper to achieve equilibrium. Equilibrium time will be determined by doing a hyperbolic regression on laboratory tests and numerical analysis. Regression has found that the equilibrium time for 10%, 20%, and 25% water content are, respectively, 53, 77, and 113 days. Numerical analysis has found that the equilibrium time for 10%, 20%, 25%, and 30% are, respectively, 35, 73, 100, and 166 days. From the equilibrium time, a corrected SWCC can be done for the SWCC that previously has been researched with fifteen days equilibrium time, although not fully because there are not enough data for higher water content. text |
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Clay shale is a material that is considered as a problematic soil by Indonesian
geotechnical engineer because its behaviour that is greatly influenced by its
saturated/unsaturated condition. Because of that, clay shale’s hydrolic property is
needed to predict clay shale’s behaviour due to water content. In unsaturated
condition, that behaviour is controlled by Soil-water characteristic curve (SWCC).
One method to measure SWCC is filter paper method. In filter paper method, the
sample and filter paper needs to be left for a certain time to achieve equilibrium.
That time is called equilibration time. Equilibrium time is recommended for at least
seven days, but there is no definite basis for this recommendation to be suitable for
compacted clay shale. Before, SWCC for compacted clay shale have been
researched with an equilibration time of fifteen days.
Research for measuring equilibration time have been done in laboratory by leaving
the sample and filter paper for a variation of time. This research has found that
equilibration time of fifteen days is not enough for compacted clay shale and filter
paper to achieve equilibrium. Equilibrium time will be determined by doing a
hyperbolic regression on laboratory tests and numerical analysis. Regression has
found that the equilibrium time for 10%, 20%, and 25% water content are,
respectively, 53, 77, and 113 days. Numerical analysis has found that the
equilibrium time for 10%, 20%, 25%, and 30% are, respectively, 35, 73, 100, and
166 days. From the equilibrium time, a corrected SWCC can be done for the SWCC
that previously has been researched with fifteen days equilibrium time, although
not fully because there are not enough data for higher water content. |
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Final Project |
author |
Salsabila Ramadhani, Hasnaa |
spellingShingle |
Salsabila Ramadhani, Hasnaa STUDY OF THE EQUILIBRATION TIME OF MATRIC SUCTION MEASUREMENT WITH FILTER PAPER METHOD FOR COMPACTED CLAY SHALE OF JATILUHUR FORMATION IN CISOMANG AREA |
author_facet |
Salsabila Ramadhani, Hasnaa |
author_sort |
Salsabila Ramadhani, Hasnaa |
title |
STUDY OF THE EQUILIBRATION TIME OF MATRIC SUCTION MEASUREMENT WITH FILTER PAPER METHOD FOR COMPACTED CLAY SHALE OF JATILUHUR FORMATION IN CISOMANG AREA |
title_short |
STUDY OF THE EQUILIBRATION TIME OF MATRIC SUCTION MEASUREMENT WITH FILTER PAPER METHOD FOR COMPACTED CLAY SHALE OF JATILUHUR FORMATION IN CISOMANG AREA |
title_full |
STUDY OF THE EQUILIBRATION TIME OF MATRIC SUCTION MEASUREMENT WITH FILTER PAPER METHOD FOR COMPACTED CLAY SHALE OF JATILUHUR FORMATION IN CISOMANG AREA |
title_fullStr |
STUDY OF THE EQUILIBRATION TIME OF MATRIC SUCTION MEASUREMENT WITH FILTER PAPER METHOD FOR COMPACTED CLAY SHALE OF JATILUHUR FORMATION IN CISOMANG AREA |
title_full_unstemmed |
STUDY OF THE EQUILIBRATION TIME OF MATRIC SUCTION MEASUREMENT WITH FILTER PAPER METHOD FOR COMPACTED CLAY SHALE OF JATILUHUR FORMATION IN CISOMANG AREA |
title_sort |
study of the equilibration time of matric suction measurement with filter paper method for compacted clay shale of jatiluhur formation in cisomang area |
url |
https://digilib.itb.ac.id/gdl/view/49306 |
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1822000344500011008 |