DAM STABILITY EVALUATIONUSING SOIL SHEAR STRENGTH PARAMETERS WITH LARGE SCALE IN SITU-DIRECT SHEAR TESTS AND TRIAXIAL TESTS(CASE STUDIES ON THE SEMANTOK DAM PROJECT)
This study that conducted to verify actual Semantok Dam factor of safety that analyzed using the Limit Equilibrium Analysis (LEA) method. The analysis was carried out using the actual embankment shear strength parameters in the field and compared with the design parameters/criteria. The tests inc...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/71970 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |