STUDY OF SLOPE STABILITY DYNAMIC ANALYSIS ON FILL AND EXCAVATION USING FINITE ELEMENT METHOD
One of many causes of slope failure on fill and excavation is earthquake. Many seismic slope stability methods are used for slope stability design, but every method had advantages and disadvantages. One of the simple and common methods is Static Equivalent Analysis in which transient earthquake acce...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/20126 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |