@thesis{thesis,
		author={Dewi  Ratna and REVALDI  M. and Setiawan  Budhi},
		title ={ANALISIS STABILITAS LERENG PADA TIMBUNAN SAMPAH DI TPA PADANGKARET PAGARALAM},
		year={2013},
		url={http://repository.unsri.ac.id/103226/},
		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.}
		}