Skripsi
ANALISIS PENGARUH DAYA DUKUNG TANAH TERHADAP PEMILIHAN ALAT MEKANIS PADA PENAMBANGAN BATUBARA DI AREA ALAM 8-9 PT MUARA ALAM SEJAHTERA
The selection of mechanical equipment in coal mining operations is heavily influenced by geotechnical conditions, particularly the soil bearing capacity. This capacity must be calculated and compared with the ground pressure exerted by the mechanical equipment. To avoid ground failure or subsidence, the ground pressure must be lower than the soil’s bearing capacity. Soil compaction was assessed using the California Bearing Ratio (CBR) test with a Dynamic Cone Penetrometer (DCP). The resulting CBR values and corresponding soil bearing capacities for Segment 1 (Pit Road between Pit Alam 8–9), Segment 2 (Disposal Area), and Segment 3 (Original Ground) were 26.57%, 8.48%, and 6.43%, with respective soil bearing capacities of 7.61 kg/cm², 5.26 kg/cm², and 5.13 kg/cm². Ground pressure values for the mechanical equipment are as follows: Excavators: Hitachi ZX870H-5G (1.08 kg/cm²), Hitachi ZX200-5G (0.40 kg/cm²), SDLG E6360F (0.66 kg/cm²), SDLG LG6210E (0.41 kg/cm²), and Hitachi ZX350H-5G (0.59 kg/cm²). Bulldozers: Komatsu D375A-5 (1.46 kg/cm²) and Komatsu D375A-6R (1.48 kg/cm²). Haul Trucks: HD CMT 106 (6.54 kg/cm²), HD CMT 96 (6.01 kg/cm²), and Dongfeng DFH3310A12 (3.22 kg/cm²). Based on this data, all equipment is suitable for use in Segment 1. However, in Segments 2 and 3, it is not recommended to operate HD CMT 106 and HD CMT 96 due to the risk of ground failure. If the company intends to deploy these haul trucks in Segment 2 (Disposal Area) and Segment 3 (Original Ground), road reinforcement or improvement in those areas is advised to ensure operational safety and ground stability.
| Inventory Code | Barcode | Call Number | Location | Status |
|---|---|---|---|---|
| 2507006273 | T185749 | T1857492025 | Central Library (Reference) | Available but not for loan - Not for Loan |