The Finite Difference Analysis of Empirical Tunnel Support Design in High Stress fractured rock mass Environment at the Bunji Hydropower Project, Pakistan | ||
| Journal of Mining and Environment | ||
| مقاله 10، دوره 13، شماره 3، مهر 2022، صفحه 781-795 اصل مقاله (4.2 M) | ||
| نوع مقاله: Original Research Paper | ||
| شناسه دیجیتال (DOI): 10.22044/jme.2022.12231.2219 | ||
| نویسندگان | ||
| Hafeezur Rehman1، 2؛ Wahid Ali1؛ Kausar sultan Shah3؛ Mohd Hazizan bin Mohd Hashim* 2؛ Naseer Muhammad Khan4؛ Muhammad Ali1؛ Muhammad Kamran5؛ Muhammad Junaid6 | ||
| 1Department of Mining Engineering, Balochistan University of Information Technology Engineering and Management Sciences, Quetta, Pakistan | ||
| 2School of Materials and Mineral Resources Engineering, University Sains Malaysia, Engineering Campus, Nibong Tebal, Penang, Malaysia | ||
| 3Department of Mining Engineering, Karakoram International University, Gilgit, Pakistan | ||
| 4Department of Sustainable Advanced Geomechanical Engineering, Military College of Engineering, National University of Sciences and Technology, Risalpur, Pakistan | ||
| 5Department of Mining Engineering, Institute of Technology Bandung, Indonesia | ||
| 6Department of Mining Engineering, Karakoram International University, Gilgit, PakistanUniversiti Technologi Malaysia | ||
| چکیده | ||
| Support design is the main goal of the Q and rock mass rating (RMR) systems. An assessment of the Q and RMR system application in tunnelling involving high-stress ground conditions shows that the first system is more appropriate due to the stress reduction factor. Recently, these two systems have been empirically modified for designing the excavation support pattern in jointed and highly stressed rock-mass conditions. This research work aims to highlight the significance of the numerical modelling, and numerically evaluate the empirically suggested support design for tunnelling in such an environment. A typical horse-shoe-shaped headrace tunnel at the Bunji hydropower project site is selected for this work. The borehole coring data reveal that amphibolite and Iskere Gneiss are the main rock mass units along the tunnel route. An evaluation of the proposed support based on the modified empirical systems indicate that the modified systems suggest heavy support compared to the original empirical systems. The intact and mass rock properties of the rock units are used as the input for numerical modelling. From numerical modelling, the axial stresses on rock bolts, thrust bending moment of shotcrete, and rock load from modified RMR and Q-systems are compared with the previous studies. The results obtained indicate that the support system designed based on modified version of the empirical systems produce better results in terms of tunnel stability in high-stress fractured rock mass conditions. | ||
| کلیدواژهها | ||
| High in-situ stresses؛ tunnel support؛ jointed rock mass؛ numerical modelling؛ empirical methods | ||
| مراجع | ||
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