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@thesis{thesis,
author={PAMUNGKAS DAMAR AGUNG and SEPRIYANNA IRMA},
title ={ANALISIS PERENCANAAN STRUKTUR DINDING PENAHAN TANAH TIPE KANTILEVER PADA PROYEK JALAN TOL JORR II RUAS KUNCIRAN - SERPONG PAKET 1 KUNCIRAN - PARIGI},
year={2018},
url={http://156.67.221.169/317/},
abstract={The retaining wall is a structure to withstand the lagged ground pressure that occurs due to differences in ground surface elevations and also external loads. The load that will be carried by the retaining wall other than landfill is also the burden of the vehicle that works on the landfill. This study aims to find out the amount of lateral soil pressure that occurs due to the load acting on the retaining wall and also the stability of the wall on the JORR II toll road project in the Kunciran - Parigi section. This study also calculates the need for reinforcement of retaining walls. Calculation of lateral soil pressure using rankine theory. Calculation of the stability of the retaining wall is based on the Hansen equation. Calculation of wall reinforcement based on SNI 2013 Concrete concerning Procedures for Calculation of Concrete Structures for Special Buildings CHAPTER 14. Stability Calculation Results are said to be unsafe against rolling force, shear, failure of carrying capacity, namely each yield of 1.49 <1.5; 0.89 <1.5; and 0.77 <3. So that the retaining wall must be strengthened with a mini pile before reinforcing reinforcement. The capacity of the mini pile pole was 85,4544 tons.}
}