RELIABILITAS ANALISIS BALIK KELONGSORAN LERENG LOWWALL DENGAN PENDUGAAN PARAMETER GEOTEKNIK DAN REMEDIASI LERENG MENGGUNAKAN METODE BEDA HINGGA

  • Novandri Wardana ITNY
  • Dian Eka Aryanti Balai Diklat Tambang Bawah Tanah, Badan Pengembangan Sumberdaya Manusia, Kementerian Energi dan Sumberdaya Mineral
  • Rochsyid Anggara Program Studi Teknologi Pertambangan, Politeknik Energi & Pertambangan, Bandung
DOI: https://doi.org/10.33579/krvtk.v6i1.2083

Abstrak

Uncertainty factor and spatial variability parameters of rocks are important factor in the concept analyzing of slope stability. Characteristics of the rock mass show random nature resulting in the patterns of some particular distribution. This reliability problem any segment can use by traditional methods, such as limit equilibrium method (LEM). Furthermore, for numerical methods more detailed in calculations using Finite Difference Method. Finite Difference Method (FDM) a numerical method for performing reliability analysis of rock slope is proposed by combining the plastic limit analysis theory, rigid finite element discretization, mathematical programming theory and Monte Carlo method. The rock slope is discretized into rock blocks and interfaces using finite difference method to establish static admissible stress fields. Additionally, stochastic programming models for performing reliability analysis of rock slopes are established according to the factor of safety (FoS) based on the shear strength parameters of the interfaces random variable. This calculation FoS (factor of safety), using sampling method Point Estimate Method (PEM) to determined Probability of Failure. The result showed that the slope reliability analysis is strongly influenced by the inherent variability of friction angle and hydrogeological conditions.

Key words : Finite Difference Method, Back analysis, Point Estimate Method, Reliability, Shear Strength Interface

##plugins.generic.usageStats.downloads##

##plugins.generic.usageStats.noStats##
Diterbitkan
2021-05-03
##submission.howToCite##
[1]
N. Wardana, Dian Eka Aryanti, dan Rochsyid Anggara, “RELIABILITAS ANALISIS BALIK KELONGSORAN LERENG LOWWALL DENGAN PENDUGAAN PARAMETER GEOTEKNIK DAN REMEDIASI LERENG MENGGUNAKAN METODE BEDA HINGGA ”, Journal Technology of Civil, Electrical, Mechanical, Geology, Mining, and Urban Design, vol. 6, no. 1, hlm. 125-136, Mei 2021.
Terbitan
Vol 6 No 1 (2021): April 2021
Bagian
Articles

This journal provides immediate open access to its content on the principle that making research freely available to the public supports a greater global exchange of knowledge.

All articles published Open Access will be immediately and permanently free for everyone to read and download.  We are continuously working with our author communities to select the best choice of license options, currently being defined for this journal as follows:
• Creative Commons Attribution-ShareAlike (CC BY-SA)

Creative Commons License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.