Open AccessAnalisi 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/bering
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.