Abstract
Vertical drains are used to accelerate the rate of consolidation of saturated clays of low permeability. This is achieved by shortening the drainage path within the clay, resulting in the faster dissipation of excess pore water. The objective of this experimental project is to test the effectiveness of prefabricated vertical Mebra Drain installed in soil placed inside a model tank. The settlement of the soil sample with vertical drain under load were obtained and compared to the settlememt of the soil sample with out vertical drain calculated based on oedometer test results. The change in pore water pressure during the test were also taken. Shear Vane tests were also carried out to determine the shear strength of the soil before and after the experiment.
Metadata
Item Type: | Student Project |
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Creators: | Creators Email / ID Num. Sayuti, Nasir UNSPECIFIED Jantan, Iberahim UNSPECIFIED |
Contributors: | Contribution Name Email / ID Num. Advisor Yusof, Sabri UNSPECIFIED |
Subjects: | S Agriculture > S Agriculture (General) > Soils. Soil science. Including soil surveys, soil chemistry, soil structure, soil-plant relationships T Technology > TC Hydraulic engineering. Ocean engineering > Irrigation engineering. Reclamation of wasteland. Drainage |
Divisions: | Universiti Teknologi MARA, Shah Alam > Faculty of Civil Engineering |
Programme: | Advanced Diploma in Civil Engineering |
Keywords: | Dynamic consolidation, soil displacement, vertical drainage |
Date: | 1988 |
URI: | https://ir.uitm.edu.my/id/eprint/70775 |
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