ANALISIS STABILITAS DINDING PENAHAN DI RUAS JALAN NGANTANG KABUPATEN MALANG
Abstract
Stability Analysis Results Retaining Walls with Gravity Type Dimensions: Width top (B1) 0.50 m, base width (B2) of 2.00 m and a total height (H + D) 14.00 m, which then did not secure the stability of the overthrow ( 0.4 <1.5) and the stability of the shift (1.1 <1.5). Then the researchers are planning back Retaining Walls with a total height of 13.00 m, a width of over 0.5 m, width 4.00 m with a length below 30 m. Then the dimension of the retaining wall is stable against the overthrow of stability (2.8> 1.5) and was stable against shear stability (4.8> 1.5).
Results Budget Plan (RAB) in the calculation of total fees earned USD 839 855 542, the cost of any work (m3) Rp 1,566,164.181, job retention costs (m') USD 27,995,184.73.
Keywords: Analysis, Dimensional, Gravity Type Retaining Walls
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