Analysis of Disposal Slope Safety Factor in Determining the Safe Distance of Dumping Sequence at Disposal X in Sorowako Area, East Luwu Regency, South Sulawesi Province
english
DOI:
https://doi.org/10.58227/jge.v5i1.353Keywords:
disposal slopes, dumping operations, limit equilibrium method, morgenstern– price formulation, safety factorAbstract
Slope stability assessment is essential in open disposal design to prevent failure during dumping operations. This study investigates the safety factor of disposal slopes in order to determine the safe dumping sequence distance at Disposal X, Sorowako, South Sulawesi, Indonesia. The stability evaluation was carried out using the Limit Equilibrium Method with the Morgenstern–Price formulation in GeoStudio SLOPE/W 2022. The analysis integrated slope geometry, laboratory-tested geotechnical parameters, equipment-induced ground pressure, and topographic data. Three representative cross-sections were analysed to identify critical conditions. The initial results showed that the calculated safety factors fell below the minimum regulatory requirement of 1.3. Design adjustments were therefore applied by modifying the slope sequence elevation and controlling the dumping distance. After the redesign, the safety factors increased to 1.360, 1.362, and 1.374, indicating stable conditions. The optimised configuration meets the regulatory standard and provides a reliable technical reference for safe dumping operations in the disposal area.
References
Aprilia, J., Dicky, M., Zulfiadi, Z., & Osmon, T. (2019). Evaluasi kestabilan lereng tambang batubara Pit
“XY” menggunakan metode kesetimbangan batas PT Bukit Asam Tbk. Padjadjaran
Geoscience Journal, 3(3).
Arif, N. (2016). Analisis faktor keamanan geometri lereng disposal dan mengetahui jumlah volume
disposal. Jurnal Geomine, 4(3).
Arif Irwandi. (2016). Geoteknik tambang. Gramedia Pustaka Utama.
Azizi, M. A. (2014). Pengembangan metode penentuan reliabilitas kestabilan lereng tambang terbuka
di Indonesia (Disertasi doktoral, Institut Teknologi Bandung).
Azizi, M. A., Nas, C., & Oktavia, D. (2018). Pengaruh geometri lereng terhadap perolehan batubara
tertambang di PT Arutmin Indonesia Site Kintap Kalimantan Selatan. Dalam Seminar Nasional
Pakar ke-1 Tahun 2018.
Badan Standardisasi Nasional. (2017). SNI 8460:2017 Tata cara perencanaan geoteknik. BSN.
Bowles, J. E., & Johan, K. H. (1991). Sifat-sifat fisik dan geoteknis tanah (Mekanika tanah) (Edisi ke-
2). Erlangga.
Cahyo, R. D. (2024). Analisis faktor keamanan lereng disposal dalam penentuan arah dan jarak aman
sequence dumping pada IPD BC3, PT Arutmin Indonesia Tambang Kintap, Kalimantan
Selatan (Skripsi sarjana, Universitas Hasanuddin).
Caterpillar Inc. (2002). Caterpillar performance handbook. Caterpillar Inc.
Caterpillar Inc. (2007). Off-highway truck 785C. Caterpillar Inc.
Das, B. M. (2010). Principles of geotechnical engineering (7th ed.). Cengage Learning.
Fajrin, D., Amalia, R., Anas, A. V., & Alimuddin, H. (2019). Perencanaan disposal semi induced flow
dan finger flow di PT Vale Indonesia Tbk, Kabupaten Luwu Timur, Provinsi Sulawesi Selatan.
Jurnal Penelitian Enjiniring, 23(2), 170–176.
Golightly, J. P. (1979). Geology of Soroako nickeliferous laterite deposit. INCO Metals Company.
Herlambang, Rizka, S., Mryanto, & Indra, K. W. (2020). Analisis kestabilan lereng disposal
menggunakan metode kesetimbangan batas di tambang terbuka nikel, Kabupaten Konawe,
Provinsi Sulawesi Selatan. Dalam Prosiding Teknik Pertambangan.
Hoek, E., & Bray, J. W. (1981). Rock slope engineering (3rd ed.). The Institution of Mining and
Metallurgy.
Kementerian Energi dan Sumber Daya Mineral. (2018). Keputusan Menteri ESDM Nomor
1827.K/30/MEM/2018 tentang pedoman pelaksanaan kaidah teknik pertambangan yang baik.
Kumarawarman, B. (2016). Engineering geology of Sorowako and Petea. PT Vale Indonesia Tbk.
Pangemanan, V. G. M., Turangan, A. E., & Sompie, O. B. A. (2014). Analisis kestabilan lereng dengan
metode Fellenius (Studi kasus: Kawasan Citraland). Jurnal Sipil Statik, 2(1), 37–46.
Parker, J. V., & Means, R. V. (1974). Soil mechanics and foundation. Prentice Hall of India.
PT Vale Indonesia Tbk. (2018). Management disposal. PT Vale Indonesia Tbk.
Pusat Studi Gempa Nasional. (2017). Peta sumber dan bahaya gempa Indonesia tahun 2017.
Kementerian PUPR.
Rohman, M. A., Arief, R., & Harimurti. (2022). Analisis stabilitas lereng di KM 258 Ponorogo–Pacitan
menggunakan metode rock mass rating (RMR). Jurnal Teknik Sipil.
Simandjuntak, T. O., Rusmana, E., Surono, & Supandjono, J. B. (1991). Geologi lembar Malili,
Sulawesi. Pusat Penelitian dan Pengembangan Geologi.
Simanjuntak, T. O. (1993). Neogene plate convergence in eastern Sulawesi. Jurnal Geologi dan
Sumberdaya Mineral, 8(25), 2–15.
Sugesti, D. B. (2019). Analisis deformasi dan stabilitas lereng dengan variasi geometri dan perkuatan
geotekstil pada proyek gedung Fakultas Hukum UII (Skripsi sarjana, Universitas Islam
Indonesia).
Sukamto, R. (1975). Geologi Sulawesi. Direktorat Jenderal Geologi dan Sumber Daya Mineral.
Takwin, G. A., Turangan, A. E., & Rondonuwu, S. G. (2017). Analisis kestabilan lereng metode
Morgenstern–Price (Studi kasus: Diamond Hill Citraland). Tekno, 15(67).
Yovita, A. (2024). Analisis kestabilan lereng disposal Lembo East 02 PT Vale Indonesia Tbk tipe semi
induced flow dan induced flow sebagai acuan penentuan batas dumping yang aman (Skripsi
sarjana, Universitas Hasanuddin).
Zakaria, Z. (2009). Diklat kuliah analisis kestabilan lereng tanah. Universitas Padjadjaran.
Downloads
Published
How to Cite
Issue
Section
License

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




