REVALDI, M. and Setiawan, Budhi and Dewi, Ratna (2013) ANALISIS STABILITAS LERENG PADA TIMBUNAN SAMPAH DI TPA PADANGKARET PAGARALAM. Undergraduate thesis, Sriwijaya University.
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Abstract
Abstract: At the landfill operating system (TPA), the condition of the slope and height of the pile varying a significant effect on slope safety factor that is technically possible is not safe slope. To determine the value of properties varying waste, can be obtained by using the approach of the data inquiry waste, which further value is used in slope stability analysis using the program GEO SLOPE. Technically based on the Standard value of the safety factor SF > 1.3 for short-term conditions and SF > 1.5 for long-term conditions, SF minimum values obtained for each condition landfill. At the landfill of Padangkaret Pagaralam, the value of the safety factor used for slope safety factor value terms is the result of the calculation with the help of the variation GEO SLOPE 1:2 slope height of 10 m. In this variation of the safety factor already be stated that the landfill waste in a safe, comply with the minimum requirements for slope safety factor is SF > 1.5. Landfill waste most recommended is the 1:2 slope height of 10 m with a volume of 60,480 m3. Estimated useful life of over 10 years of volume used, the result 14 heap in order to meet fiiture Service life of the landfill Padangkaret Pagaralam.
Item Type: | Thesis (Undergraduate) |
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Uncontrolled Keywords: | Composition waste, Waste density, Safety Factor, The data approach investigations waste, Slope Stability Analysis, GEO SLOPE, Landfill Volume, The estimated Service of Landfill. |
Subjects: | T Technology > TD Environmental technology. Sanitary engineering > TD783-812.5 Municipal refuse. Solid wastes |
Divisions: | 03-Faculty of Engineering > 22201-Civil Engineering (S1) |
Depositing User: | Mrs Furika Furika |
Date Deposited: | 15 May 2023 05:18 |
Last Modified: | 15 May 2023 05:18 |
URI: | http://repository.unsri.ac.id/id/eprint/103226 |
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