ANALISIS STABILITAS TALUD BRONJONG UIN SUNAN KALIJAGA YOGYAKARTA

Abstract

Talud is a building that was built to prevent the collapse of steep soil or slopes
where stability can not be guaranteed by the slope itself. The analysis in this final
project aims to determine whether or not securely retaining wall located at the
Gadjah Wong River UIN Sunan Kalijaga Yogyakarta, strong bearing on the stability
of the soil, slide and bolster the influence of the earthquake were included. Method of
stability analysis talud bronjong Gadjah Wong River UIN Sunan Kalijaga Yogyakarta
using the formula of the source book Harry Christady Hardiyatmo, Foundations of
Engineering I, 2006, namely in the Terzaghi equations, equations Hansen (1970)
and Vesic (1975). Talud Bronjong at Gadjah Wong River UIN Sunan Kalijaga
Yogyakarta secure in looking it from the stability of shift. Talud Bronjong at Gadjah
Wong River UIN Sunan Kalijaga Yogyakarta secure in the stability of the overthrow
because of Fgl > sf. Talud Bronjong at Gadjah Wong River UIN Sunan Kalijaga
Yogyakarta secure in the carrying capacity of land due to Qmax ≤ qa ie 581.4 ≤
833.64 KN/m2.
Keywords: Analysis, Stability, Talud