Lowwall Slope Stability Analysis Section A and Section B Pit Middle Using the Limit Equilibrium Method (Morgenstern-Price) at the PT. Banjarsari Pribumi, East Merapi District, Lahat Regency, South Sumatra
| Main Authors: | Fauzi, M Iqbal Alfidqi, Kopa, Raimon |
|---|---|
| Format: | Article info application/pdf eJournal |
| Bahasa: | ind |
| Terbitan: |
Jurusan Teknik Pertambangan FT UNP
, 2022
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| Subjects: | |
| Online Access: |
http://ejournal.unp.ac.id/index.php/mining/article/view/118984 http://ejournal.unp.ac.id/index.php/mining/article/view/118984/106710 |
Daftar Isi:
- This study focuses on the Lowwall Pit Middle Slope which is divided into 2 Sections, namely Slope Section A and Slope Section B. In the crest section of the slope there is a disposal area. From the results of field observations, water seepage was found at RL ± 40 mdpl and RL ± 70 mdpl. In addition, cracks were found at RL±90 mdpll and RL±100 mdpl in the disposal area. The impact of this finding is the landslide that occurred on the Lowwall Section A Slope. In addition, the high rainfall at PT. Banjarsari Pribumi causes the value of cohesion and shear angle in the material making up the slopes to decrease. The method used in analyzing the stability of the Lowwall Pit Middle Slope is the Limit Equilibrium (Morgenstern-Price) method which is applied in slide 6.0 software. The analysis was carried out based on the topography of December 2021. The results of the stability analysis of the Lowwall Pit Middle Slope for Section A obtained that the saturated FK was 1.072 and the saturated FK Section B was 1.192. From the analysis results obtained, it is explained that the Lowwall Pit Middle Slope is in a critical condition. For this reason, the authors carry out simulations of actual slope dewatering and simulation of resloping + dewatering of the Lowwall Pit Middle Slope. The results of the 5 m dewatering simulation for section A obtained the FK value of 1,352 and for section B of 1,306. The results of the resloping + dewatering simulation for section A obtained the FK value of 1.542 and for section B of 1.384.
- Penelitian ini berfokuskan pada Lereng Lowwall Pit Middle yang dibagi menjadi 2 Section yaitu Lereng Section A dan Lereng Section B. Pada bagian crest Lereng terdapat area disposal. Dari hasil observasi dilapangan, ditemukan rembesan air pada RL±40 mdpl dan RL±70 mdpl. Selain itu, ditemukan crack pada RL±90 mdpl dan RL±100 mdpl area disposal. Adapun dampak dari temuan ini yaitu adanya longsoran yang terjadi pada Lereng Lowwall Section A. Selain itu, tingginya curah hujan di PT. Banjarsari Pribumi menyebabkan nilai kohesi dan sudut geser dalam material penyusun lereng menurun. Metode yang digunakan dalam menganalisa kestabilan Lereng Lowwall Pit Middle adalah metode Limit Equilibrium (Morgenstern-Price) yang diaplikasikan dalam software slide 6.0. Analisa yang dilakukan berdasarkan topografi Desember 2021. Hasil dari analisa kestabilan Lereng Lowwall Pit Middle untuk Section A diperoleh FK jenuh yaitu 1,072 dan FK jenuh Section B yaitu 1,192. Dari hasil analisa yang diperoleh, menjelaskan bahwasanya Lereng Lowwall Pit Middle dalam keadaan kritis. Untuk itu, penulis melakukan simulasi dewatering lereng aktual dan simulasi resloping + dewatering Lereng Lowwall Pit Middle. Hasil dari simulasi dewatering 5 m section A diperoleh nilai FK yaitu 1,352 dan untuk section B yaitu 1,306. Hasil simulasi resloping+dewatering section A didapatkan nilai FK yaitu 1,542 dan untuk section B yaitu 1,384.