Jurnal Ilmiah Bering's
Vol 6 No 01 (2019): Jurnal Ilmiah Bering's

Analisi Daya Dukung Pondasi Jembatan (Studi Kasus : Jembatan W10 Kota Pagar Alam)

M.Sang Gumilar (Sekolah Tinggi Teknologi Pagar Alam)
Bobi Bobi (Sekolah Tinggi Teknologi Pagar Alam)

Article Info

Publish Date
04 Mar 2019

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.

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Journal Info
Jurnal Ilmiah Bering's
Website

Abbrev

berings

Publisher

Sekolah Tinggi Teknologi Pagaralam

Subject

Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation

Description

Berings Scientific Journalis a national journal published by the Research and Service Institute (LPPM), Pagar Alam Institute of Technology (STTP). which is published periodically in March and October, with the fields of civil engineering research including hydrology, structure, construction, ...