Mohd Yusri, Bin Suratman (2009) Analysis of slope stability using finite element method. [Final Year Project Report] (Unpublished)
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Abstract
Slope can be defined as an exposed ground surface that stands at an angle with the horizontal surface. There is several traditional limit equilibrium methods developed for checking safety factor of a slope. These methods, in general, require the soil mass to be divided into slices. The direction of the forces acting on each slice in the slope are assumed. This assumption is a key role in distinguishing one limit equilibrium method from another.
| Item Type: | Final Year Project Report |
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| Additional Information: | Project Report (B.Sc.) -- Universiti Malaysia Sarawak, 2009. |
| Uncontrolled Keywords: | Slope (soil mechanics)--Stability,Finite element method, UNIMAS, Universiti Malaysia Sarawak, research, undergraduate, university, universiti, Borneo, Malaysia, Sarawak, Kuching, Samarahan, IPTA, education |
| Subjects: | G Geography. Anthropology. Recreation > GE Environmental Sciences T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Academic Faculties, Institutes and Centres > Faculty of Engineering Faculties, Institutes, Centres > Faculty of Engineering |
| Depositing User: | Karen Kornalius |
| Date Deposited: | 02 Dec 2014 02:26 |
| Last Modified: | 14 Oct 2024 05:08 |
| URI: | http://ir.unimas.my/id/eprint/5629 |
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