EVALUASI STABILITAS DINDING PENAHAN TANAH TIPE KANTILEVER DI DESA NGROTO, KECAMATAN PUJON, KABUPATEN MALANG
نویسندگان
چکیده
AbstractWavy topographical conditions with high rainfall intensity cause cantilever type retaining wall on Jalan Brigjen Abdul Manan Wijaya in Ngroto village, Pujon District, Malang Regency, which borders the Konto River avalanche. The stability of can be expressed as Fs (Savety Factor). Factor value security that is reviewed bolster, namely safety factor against overthrowing force, shear force at base wall, Fs, bearing capacity soil a capacity. purpose this evaluation to determine planning and evaluate dangers rolling, shearing, knowing budget plan for Cantilever wall. result shows dimensions H = 7, B 3.5 Ta 0.5 Tb 0.7 D 1 declared safe normal water level fs slide 1.8> 1.5 (safe), roll 2> ground 186.8> 4752.86 (safe). Water face flood 2,6> 1,5 (safe) rolling 2,3> total cost required construction length 20 m T 7 width Rp. 290,570,000.Keywords: Retaining walls, Dimensions, Stability walls
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ژورنال
عنوان ژورنال: Prokons: Jurnal Teknik Sipil
سال: 2021
ISSN: ['2714-8815', '1978-1784']
DOI: https://doi.org/10.33795/prokons.v15i1.278