Proceedings of the Third International Conference on Sustainable Innovation 2019 – Technology and Engineering (IcoSITE 2019)

Numerical Analysis of Multi-Level Gravity Walls in Tupa Village, Bulango Utara-Bone Bolango District by Limit Equilibrium Methods

Authors
Indriati Martha Patuti, Ahmad Rifa'i, Kabul Basah Suryolelono, Suprapto Siswosukarto
Corresponding Author
Ahmad Rifa'i
Available Online October 2019.
DOI
https://doi.org/10.2991/icosite-19.2019.22How to use a DOI?
Keywords
Limit Equilibrium Methods, Slope Stability, Safety Factors
Abstract
Boundary equilibrium method is one of the methods applied in numerical analysis in the geotechnical field. Slope stability is determined by the values ​​of safety factors. This is obtained from various methods, i.e. discussing the usual method or Fellenius method, Bishop method, Bishop Simple method, Simple Janbu Method, Spencer Method, and General Limit Equilibrium method, GLE / Morgenstern-Price method. Pore ​​water pressure, soil shear strength, and slope geometry are factors that can affect slope stability. The slope stability analysis was carried out on the slope by multi-level gravity walls. The research location is at the natural slope in Tupa Village, North Bulango, Bone Bolango District. The natural slope had collapsed (FS<1.0). After reinforcing the slope with a multi-level gravity walls, the slope became stable. The safety against sliding, FSs = 1.65 > 1.5, the safety against the overturning, FSo = 3.06 > 2.0, the safety against the bearing capacity failure, FS = 6.48 > 3.0, and the safety factor for global slope (using GLE/Morgenstern-Price method), FS = 1.64 > 1.5. The results of the study show how to increase slope stability increases with increasing shear strength. However, more pore pressure can cause a significant decrease in safety factors. Furthermore, increasing the load on the slope can also reduce the value of the safety factor.
Open Access
This is an open access article distributed under the CC BY-NC license.

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Cite this article

TY  - CONF
AU  - Indriati Martha Patuti
AU  - Ahmad Rifa'i
AU  - Kabul Basah Suryolelono
AU  - Suprapto Siswosukarto
PY  - 2019/10
DA  - 2019/10
TI  - Numerical Analysis of Multi-Level Gravity Walls in Tupa Village, Bulango Utara-Bone Bolango District by Limit Equilibrium Methods
BT  - Proceedings of the Third International Conference on Sustainable Innovation 2019 – Technology and Engineering (IcoSITE 2019)
PB  - Atlantis Press
SP  - 113
EP  - 117
SN  - 2352-5401
UR  - https://doi.org/10.2991/icosite-19.2019.22
DO  - https://doi.org/10.2991/icosite-19.2019.22
ID  - MarthaPatuti2019/10
ER  -