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Bobi Bobi
Sekolah Tinggi Teknologi Pagar Alam
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation

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Analisi Daya Dukung Pondasi Jembatan (Studi Kasus : Jembatan W10 Kota Pagar Alam) M.Sang Gumilar; Bobi Bobi
JURNAL ILMIAH BERING'S Vol 6 No 01 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (892.774 KB) | DOI: 10.36050/berings.v6i01.150

Abstract

This study aims to see the stability of the bearing capacity towards the Shear, Bolt, Landslide on the bridge. From the results of the study, the bridge obtained a total weight of 85251.8 kg / m ^ ҆ 85.25 Ton / m 'with' Soil Cohesion 10 kg / cm2 ∂ Soil 17.9 kg / cm2 Active soil coefficient 0.40 kg / m2 stability against 2.84> 1.5 shear safe against ground shear force. The rolling factor with a value of 1.9> 1.5 is safe against rolling forces, the slope of the bearing capacity is 4.55> 2.5 safe against landslides.
Co-Authors M.Sang Gumilar