dc.contributor.author | Nur Syahidah, Jusoh | |
dc.date.accessioned | 2016-07-28T08:05:38Z | |
dc.date.available | 2016-07-28T08:05:38Z | |
dc.date.issued | 2015-06 | |
dc.identifier.uri | http://dspace.unimap.edu.my:80/xmlui/handle/123456789/42394 | |
dc.description | Access is limited to UniMAP community. | en_US |
dc.description.abstract | The clay layer acts as an insulation barrier to prevent leachate from interfering with the
structure of the soil and groundwater. Bentonite properties that have a low level of
diffusion is shown to be effective in controlling this problem. However, bentonite has the disadvantage of high shrinkage properties. The recommended hydraulic conductivity of clay liner should be of 1x10-7 cm/s. In this study, the usage of Perlis marine clay which
has elements similar to bentonite is studied. Differences in the mixture of 10, 15 and 20%
of bentonite and clay were carried out. The range of hydraulic conductivity of samples in
this research are between 9.13 x 10-7 to 9.83x10-8 cm/s. Studies on soil classification, the
level of water absorption and shrinkage levels were used as study guides. Through the
study, the use of 20% clay prove the level of hydraulic conductivity of marine clay is low
but did not reach the level of bentonite. In conclusion, Perlis marine clay has hydraulic
conductivity level is quite low, but careful studies should be conducted to review the level
of shrinkage of clay soil and the beach. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Universiti Malaysia Perlis (UniMAP) | en_US |
dc.subject | Clay | en_US |
dc.subject | Leachate | en_US |
dc.subject | Clay liner | en_US |
dc.subject | Soil -- Analysis | en_US |
dc.title | An investigation into usage of Perlis marine clay as a mixture for clay liner | en_US |
dc.type | Learning Object | en_US |
dc.contributor.advisor | Ir. Dr. Mohd Asri A. Rahim | en_US |
dc.publisher.department | School of Environmental Engineering | en_US |