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Image of ANALISIS KESTABILAN LERENG LOW WALL MENGGUNAKAN METODE LIMIT EQUILIBRIUM PADA PIT GUNUNG AGUNG BARAT, PT BUMI MERAPI ENERGI, LAHAT, SUMATERA SELATAN

Skripsi

ANALISIS KESTABILAN LERENG LOW WALL MENGGUNAKAN METODE LIMIT EQUILIBRIUM PADA PIT GUNUNG AGUNG BARAT, PT BUMI MERAPI ENERGI, LAHAT, SUMATERA SELATAN

Setiawan, Muhammad Faruq - Personal Name;

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Penilaian anda saat ini :  

Open-pit mining activities often face technical challenges related to slope stability,which directly impact occupational safety and production continuity. PT Bumi Merapi Energi, a company operating in the coal mining industry, has experienced a slope failure in the low wall area of Pit Gunung Agung Barat due to the presence of a weak layer identified as clay shale. This study aims to analyze the stability of the low wall slope using the Limit Equilibrium Method, conducted through analysis with Rockscience Slide v.6.0 software, and referring to the safety factor thresholds set by Indonesia’s Ministry of Energy and Mineral Resources Regulation No. 1827K/30/MEM/2018. The parameters analyzed include slope geometry, material properties (cohesion, internal friction angle, and unit weight), lithology, groundwater level, and seismic load. The analysis was carried out under three conditions for the overall slope (dry, saturated static, and saturated dynamic), and two conditions for other analyses. The results show that sections A-A’ and B-B’ do not meet the minimum safety factor in the saturated dynamic condition (SF < 1.05), with values of 0.785 and 0.935, and section A-A also remains unstable under the saturated static condition (SF< 1.3), with a value of 1.074. In contrast, section C-C’ remains stable under all conditions. The instability is caused by the presence of clay shale, high groundwater levels, and seismic loads. Mitigation was carried out by recommending a redesign through modifications in slope angle, height, and bench width. The new design increased the safety factor to 1.351 (saturated static) and 1.065 (saturated dynamic) for section A-A’, and 1.073 (saturated dynamic) for section B-B’. This indicates that the new design meets the minimum safety factor requirement and is suitable to support mine safety and operational sustainability.


Availability
Inventory Code Barcode Call Number Location Status
2507004649T180515T1805152025Central Library (REFERENS)Available but not for loan - Not for Loan
Detail Information
Series Title
-
Call Number
T1805152025
Publisher
Indralaya : Prodi Teknik Pertambangan Fakultas Teknik Universitas Sriwijaya., 2025
Collation
xxii, 549 hlm.; ilus.; tab.; 29 cm.
Language
Indonesia
ISBN/ISSN
-
Classification
622.07
Content Type
Text
Media Type
unmediated
Carrier Type
-
Edition
-
Subject(s)
Teknik Tambang
Specific Detail Info
2507004649 MURZ 03021282126072 2025
Statement of Responsibility
MURZ
Other version/related

No other version available

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  • ANALISIS KESTABILAN LERENG LOW WALL MENGGUNAKAN METODE LIMIT EQUILIBRIUM PADA PIT GUNUNG AGUNG BARAT, PT BUMI MERAPI ENERGI, LAHAT, SUMATERA SELATAN
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