Perencanaan Dinding Penahan Tanah Tipe Kantilever pada Jalan Brigjend Abdul Manan Wijaya Sepanjang 50 Meter di Kecamatan Pujon Kabupaten Malang
Abstract
Kata kunci : stabilitas; dinding penahan; kantilever
ABSTRACT
The retaining wall is a major component of the main building structure for highways and other environmental buildings related to contoured soils or soils of different elevations. Briefly the retaining wall is a wall constructed to hold the mass of the ground above the structure or building created. There are several types of retaining wall which are often used in building construction such as gravity retaining wall, cantilever retaining wall, counter contrast wall, and butter bracket wall, used in this research is cantilever type wall with K225 concrete. The purpose of this study was to analyze the stability of the guling style, shear and soil bearing capacity. The dimension of the retaining wall is constructed with a length of (b) 50 meters and height (h) = 9.5 meters, base width (B) = 4 meters, normal waterfront condition without earthquake, stability to rolling force = 1,7> 1, 5 (safe), shear force = 2,0> 1.5 (safe),, flood water condition without seismic, stability to bolsters = 1,9 > 1.5 (safe), shear force = 3,4> 1.5 (safe) and ground support force = 203,6
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