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

M.Sang Gumilar | Zendy; Bobi Bobi | Zendy

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

Author(s) -

M.Sang Gumilar,

Bobi Bobi

Publication year - 2019

Publication title -

jurnal ilmiah bering s

Language(s) - English

Resource type - Journals

ISSN - 2355-617X

DOI - 10.36050/berings.v6i01.150

Subject(s) - geotechnical engineering , landslide , cohesion (chemistry) , shear (geology) , bearing capacity , structural engineering , geology , engineering , physics , petrology , quantum mechanics

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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