Refine your search
Collections
Co-Authors
Journals
Year
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z All
Kumar Sinha, Rabindra
- The prediction of caving sequence in bord and pillar workings using Random Forest algorithm
Abstract Views :77 |
PDF Views:0
Authors
Affiliations
1 Department of Mining Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand, 826004, IN
2 National Institute of Rock Mechanics, Bangalore, Karnataka 560070, IN
3 Mahatma Gandhi Medical College and Hospital, Jamshedpur, Jharkhand, 831012, IN
1 Department of Mining Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand, 826004, IN
2 National Institute of Rock Mechanics, Bangalore, Karnataka 560070, IN
3 Mahatma Gandhi Medical College and Hospital, Jamshedpur, Jharkhand, 831012, IN
Source
Journal of Mines, Metals and Fuels, Vol 70, No 2 (2022), Pagination: 51-59Abstract
Depillaring of coal seams is of prime importance for coal mining industry in view of depleting superior quality coal reserve and increasing import of foreign coal. Depillaring in conjunction with caving is the most hazardous operation due to sudden roof fall. Some researchers have focused their work on roof fall risk assessment using statistical methods with a view to safety of men and machinery and to minimize accidents, down time and loss of production. Extensive research has not been done to predict roof caving sequence which is the basic requirement for successful caving operation for achieving production with zero harm potential. Roof caving is the result of interactions of all geotechnical and mining parameters including extraction area which is its main cause and contributory parameter. In this research, Random Forest, a supervised ensemble machine learning algorithm along with grid search and cross-validation is used to process the interactions among various parameters and to predict the sequential occurrence of roof caving and characterize the same as local or main fall with considerable and reliable accuracy.Keywords
Depillaring with caving, grid search, feature selection, local fall, machine learning, main fall, random forest, roof fall risk.References
- Bradley A.E (1997): The use of the area under the ROC curve in the evaluation of machine learning algorithms. Pattern Recognition, 1997, 30(7), 1145–1159.
- Breiman L. (2001): Random Forests. Statistics Department University of California Berkeley, CA 94720, Jan,1–33.
- Chase F., Mark C and Heasley K. (2002): Deep cover pillar extraction in the U.S. Coalfields. In: Proceedings of the 21st International Conference on Ground Control in Mining. Morgantown, West Virginia University, USA; 2002, 69-80.
- Chen R.C., Dewi C., Huang S.W. and Caraka, R.E.(2020): Selecting critical features for data classification based on machine learning methods. J. of Big Data, 2020, 7:52,1– 26. https://doi.org/10.1186/s40537-020-00327-4
- DGMS(1993) Cir. (Tech.) Sapicom 3/1993 & 6/1993.
- Dixit M and Mishra K. (2010): A unique experience of on shortwall mining in Indian coal mining industry.In:Bose LK, Bhattacharya BC, Ghatak GP, Editors. Proceedings of the Third Asian Mining Congress. Kolkata : MGMI; 2010, 25–37.
- Duzgun H.S.B and Einstein H.H. (2004): Assessment and management of roof fall risks in underground coal mines.Safety Science (2004),42,23–41. https://doi.org/ 10.1016/S0925-7535(02)00067-X
- Ghasemi E., Ataei M., Shahriar K., Sereshki F and Esmaeil S. (2012): Assessment of roof fall risk during retreat mining in room and pillar coal mines. International Journal of Rock Mechanics and Mining Sciences, 54, 80–89. https:/ /doi.org/10.1016/j.ijrmms. 2012.05.025
- Goutte C and Gaussier E (2005): A Probabilistic Interpretation of Precision, Recall and F-score, with Implication for Evaluation. Lect Notes in Comput Sci, 2005, 3408 (April), 345–359.
- Gupta R.N and Prajapati R.B. (1997): Improvement of roof control by laterally confined fully grouted bolts. In: Proceedings of the 27th International Conference of Safety in Mines Research Institute, New Delhi., 2 (February, 1997), pp 729-741.
- Harshitha P., Dixith H.S., Krithi, Rajeeva N and Shashikala (2020): Coal Mine Disaster Prediction. Int. Journal of Engineering Research & Technology (IJERT), 2020, ISSN: 2278-0181, 9(07), 1447–1451.
- Jackins V., Vimal S., Kaliappan M and Lee, M. (2021): AI based smart prediction of clinical disease using random forest classifier and Naive Bayes. The Journal of Supercomputing, 2021, 77(5), 5198–5219. https://doi.org/ 10.1007/s11227-020-03481-x
- Maiti J. and Khanzode V.V. (2009): Development of a relative risk model for roof and side fall fatal accidents in underground coal mines in India. Safety Science, 47(8), 1068–1076. https://doi.org/10.1016/j.ssci. 2008.12.003
- Mandal P., Singh R., Singh A., Kumar R. and Sinha A (2006): State of art vis-a-vis Indian scenario of application of continuous miner based mass production technology. Journal of Mines Metals and Fuels, 2006, 54(12), 332–336.
- Mark C. (2010): Pillar design for deep cover retreat mining: ARMPS version 6 (2010). In: Proceedings of the 29th International Conference on Ground Control in Mining. Morgantown, West Virginia University, USA; 2010., 104–20.
- Mark C., Chase F and Pappas D (2003): Reducing the risk of ground falls during pillar recovery. Society of Mining, Metallurgy, and Exploration, Inc., Vol. 314 (January 2003), 153–160.
- Mohammadi S., Ataei M., Kakaie R., Mirzaghorbanali A., Rad Z. and Aziz, N. (2020): A roof cavability classification system and its use for estimation of main caving interval in longwall mining. Coal Operators’ Conference, Faculty of Engineering and Information Sciences, University of Wollongong, 2020, 104–115
- Motwani B (2020): Data Analytics using Python (First ed). Wiley India Pvt. Ltd.
- Sarantsatsral N., Ganguli R., Pothina R. and Tumen-Ayush B.A.(2021). A Case Study of Rock Type Prediction Using Random Forests:Erdenet Copper Mine, Mongolia. Minerals, 2021, 11 (1059), 1–12.
- Singh R., Mandal P.K., Singh A.K., Kumar R and Sinha A. (2011): Coal pillar extraction at deep cover/ : With special reference to Indian coalfields Bay of Bengal. Int. J. of Coal Geology, 2011, 86 (2–3), 276–288. https://doi.org/10.1016/ j.coal. 2011.03.003
- Singh R., Mandal P., Singh A., Kumar A and Sinha A. (2008): Optimal underground extraction of coal at shallow cover beneath surface/subsurface objects: Indian practices. Int J Rock Mech Rock Eng. 2008, 41(3), 421– 444.
- Singh R., Singh A.K., Maiti J., Mandal P. K., Singh R. and Kumar R.(2011): An observational approach for assessment of dynamic loading during underground coal pillar extraction. International Journal of Rock Mechanics and Mining Sciences, 48(5), 794–804. https:// doi.org/10.1016/j.ijrmms.2011.04.003
- Amelioration of production and safety in bord and pillar work through the deployment of continuous miner technology
Abstract Views :88 |
PDF Views:0
Authors
Affiliations
1 Department of Mining Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand 626004, IN
2 Eastern Coalfield Limited, Coal India Limited, Sec-V, Rajarhat, Kolkata, IN
1 Department of Mining Engineering, Indian Institute of Technology (ISM), Dhanbad, Jharkhand 626004, IN
2 Eastern Coalfield Limited, Coal India Limited, Sec-V, Rajarhat, Kolkata, IN
Source
Journal of Mines, Metals and Fuels, Vol 70, No 2 (2022), Pagination: 64-74Abstract
The nation’s standard of living depends on its quantum of production and use of natural resources, including coal. Coal plays a major role in the development of a country like India. India has great potential of producing coal economically. Unfortunately, even after the nationalisation of 50 years of major Indian coal mines, we still have lower productivity than other coal-producing countries. The Indian mining industry has improved productivity in the opencast sector, but unfortunately, the industry still has to improve productivity in the underground sector. The underground coal is more free from any dirt, which is more acceptable for the user. If the underground productivity of the Indian coal industry is seen, it is the lowest compared to the countries producing coal. Initially, the industry thought of using the longwall technology but could not succeed of its limitations. For the last 20 years, the underground coal mines have been experiencing continuous miner who is not very expensive (as in the case of Longwall), not requiring the major restructuring of the old structures, having good productivity and more safety in operation. This paper deals with continuous miners and their success in the bord and pillar method.Keywords
Underground coal mine; depillaring; numerical modelling; continuous miner; strata monitoring; instrumentation.References
- Modi J, Bharti S. (2017): Applicability of Continuous Miner in Room and Pillar Mining System/ : Higher Production and Productivity with Safety Applicability of Continuous Miner in Room and pillar mining system/ : Higher Production and productivity with safety. In: Int. Conf. on Deep Excavation, Energy Resource and Production. IIT Kharagpur, India.
- Das AJ, Mandal PK, Paul PS, Sinha RK. (2018): Strategies for Underground Extraction of the Inclined Coal Seams By Continuous Miner. MGMI. July.
- Mandal PK,. Technological Developments and R&D Needs For Sustainable Underground Coal Mining In India. In: Advanced Mining Technology Department, CSIR-Central Institute of Mining & Fuel Research. Barwa Road, Dhanbad :1-22.
- Leeming JJ. (2003): Joy introduce continuous miner: Technology into India. Coal Int Quarr World. 2003:203-206.
- Director general of mining safety. Coal Mine Regulation (2017): In: Ministry of Labour and Employment. Vol 3. Dhanbad; 2017:160-280.
- Corp. Group KM. 12CM Series. Vol Broucher. UK; 2022.
- India G of. Central Electricity Authority Regulation, 2010. Nee Delhi; 2010.
- IBM. Indian Minerals Yearbook 2018 (Part-III: Mineral Reviews). Vol COAL AND L. Nagpur; 2019. http:// ibm.nic.in/writereaddata/files/07102019170220COAL_ AR_2018.pdf.
- Miner CC. CM345 N.
- Engineering JA. W i l d c At. Australia; 2006.
- Technology SM and R. Mc470 Continuous Miner.; 2022.
- Mangal A. (2021): Strata Stability Investigation and Convergence Monitoring (SSICM) in Thick-Seam Depillaring with Caving by Cable Bolting Method. Mining, Metall Explor. 38(2):927-944. doi:10.1007/ s42461-020-00371-x
- Mark C, Zelanko JC. Sizing of final stumps for safer pillar extraction. 2001:1-8.
- Pile J, Bessinger S, Mark C, Tadolini SC (2003: Shortencapsulation pull tests for roof bolt evaluation at an operating coal mine. 22nd Int Conf Gr Control Min. (8):226-232.
- Keith Mac Andrew IG. (2009): Geotechnical Assessment For The Mechanised Development And Subsequent Extraction Of R-Vii Seam By Bord And Pillar Method , Sarpi Colliery , Ecl,” 2009. Vol 44.
- Mandal PK, Das AJ. Planning of Strata Control Study Programmeme During Depillaring Planning of Strata Control Study Programmeme During Depillaring. 2017; (January).
- Artificial Intelligence Model for Prediction of Local and Main FALL in caving Panel of Bord and Pillar Method of Mining
Abstract Views :93 |
PDF Views:0
Authors
Affiliations
1 Department of Mining Engineering, Indian Institute of Technology (ISM), Dhanbad – 826004, Jharkhand, IN
2 National Institute of Rock Mechanics, Bangalore – 560070, Karnataka, IN
3 All India Institute of Medical Sciences, Patna – 801507, Bihar, IN
1 Department of Mining Engineering, Indian Institute of Technology (ISM), Dhanbad – 826004, Jharkhand, IN
2 National Institute of Rock Mechanics, Bangalore – 560070, Karnataka, IN
3 All India Institute of Medical Sciences, Patna – 801507, Bihar, IN
Source
Journal of Mines, Metals and Fuels, Vol 70, No 4 (2022), Pagination: 171-181Abstract
Depillaring with caving method of mining is a common practice in Indian coalfields and so is the occurrence of fall in goaf area, which can be considered as a boon in disguise as it allows wining of coal from large reserves but this becomes a curse just because of its unpredicted occurrence. Various empirical and statistical models are developed after idealization of several complicated mechanisms but they are not able to predict roof fall accurately especially in caving panels. Therefore, a new approach based on Artificial Intelligence is used to predict the sequence of local and main fall in caving panel taking into account a host of geotechnical and mining parameters of the mine. Mathematical equations and hidden calculations of artificial neural networks are known to have the capability of learning and analyzing records endlessly. Two different models have been deployed after optimal hyper parameter optimization to predict the occurrence of fall and to characterize the nature of fall (local or main) with considerable and reliable accuracy.Keywords
Bord and Pillar, Caving, Deep Learning Algorithm, Deep Neural Network, Hyper Parameter Optimization, Local Fall, Main Fall, TalosReferences
- Simon, H.A. (1957). Models of Man: Social and Rational. John Wiley and Sons, Inc., 1957.
- Malkowski, P., & Juszynski, D. (2021). Roof fall hazard assessment with the use of artificial neural network. International Journal of Rock Mechanics & Mining Sciences 143(2021): 104701. https://doi.org/10.1016/j.ijrmms.2021.104701
- Isleyen, E., Duzgun, S., & Carter, R. (2021). Interpretable deep learning for roof fall hazard detection in underground mines. Journal of Rock Mechanics and Geotechnical Engineering, 13(6): 1246–1255. https://doi.org/10.1016/j. jrmge.2021.09.005
- Razani, M.,Yazdani-chamzini, A., & Yakhchali, S. (2013). A novel fuzzy inference system for predicting roof fall rate in underground coal mines. Safety Science, 55: 26–33. https:// doi.org/10.1016/j.ssci.2012.11.008
- Deb, D., Kumar, A., & Rosha, R. (2006). Forecasting shield pressures at a longwall face using artificial neural networks. Geotechnical and Geological Engineering, 24: 1021–1037. https://doi.org/10.1007/s10706-005-4430-6
- Monjezi, M., Hesami, S., & Khandelwal, M. (2009). Superiority of neural networks for pillar stress prediction in bord and pillar method. Arabian Journal of Geosciences, 4: 845–853. https://doi.org/10.1007/s12517-009-0101-x
- Sheorey, P.R. (1984). Use of rock classification to estimate roof caving span in oblong workings. International Journal of Mining and Mineral Engineering, 2: 133–140. https:// doi.org/10.1007/BF00880878
- Singh, R., Singh, T.N., & Dhar, B.B. (1996). Coal pillar loading in shallow mining conditions. International Journal of Rock Mechanics and Mining Sciences & Geomechanics, 33, No.8: 757-768.
- Sheorey P.R. (1994). A Theory for in situ stresses in isotropic and transversely isotropic. International Journal of Rock Mechanics and Mining Sciences & Geomechanics, 31(1): 23–34. https://doi.org/10.1016/0148-9062(94)92312-4
- Jena, S., Prasad, K., Lokhande, R.D., & Pradhan, M. (2016). Analysis of strata control monitoring in underground coal mine for apprehension of strata movement. Recent Advances in Rock Engineering (RARE 2016), pp. 505–511. https://doi.org/10.2991/rare-16.2016.81
- Obert, L., & Duvall, W. (1967). Rock mechanics and the design of structures in rock. New York: John Wiley and Sons, Inc.; 1967.
- Majumdar, S. (1986). The support requirement at a longwall face — bending moment approach. In: Proceedings of 27th US Symposium on Rock Mechanics: Key to Energy Production (The University of Alabama, Tuscaloosa, Alabama); 1986: 325–332.
- Pawlowicz, K. (1967). Classification of rock cavability of coal measure strata in upper Silesia coalfield. Prace GIG, Komunikat, No. 429, Katowice. (in Polish).
- Peng, S.S., & Chiang, H.S. (1984). Longwall mining. In New York: John Wiley and Sons, Inc.
- Ghose, A.K., & Dutta, D. (1987). A rock mass classification model for caving roofs. International Journal of Mining and Geological Engineering, 5: 257–271. https://doi. org/10.1007/BF01560777
- Sarkar, S.K. (1998). Mechanized longwall mining — The Indian experiences. New Delhi: Oxford and IBH Publishing Company Private Limited.
- Sarkar, S.K., & Dhar, B.B. (1993). Strata control failures at caved longwall faces in India — experience from Rana to Churcha (1964 to 1990). In Proceedings of the 4th Asian Mining (Organized by MGMI at Calcutta), 361–380.
- Nimaje, D.S., & Sai, S. (2015). Development of software to evaluate roof fall risk in bord and pillar method — Depillaring Phase. GeoScience Engineering, LXI(2): 14–22. https://doi.org/10.1515/gse-2015-0014
- McCulloch, W., & Pitts, W. (1943). A logical calculus of ideas immanent in nervous activity. The Bulletin of Math. Biophys., 5: 115–133. https://doi.org/10.1007/BF02478259
- Fausett, L.V. (1993). Fundamentals of Neural Networks:Architectures, Algorithms and Applications. (1st ed). Pearson publication, India.
- Hopfield, J.J. (1982). Neural networks and physical systems with emergent collective computational capabilities. In Proceedings of National Academy of Sciences, (USA), 79: 2554–2558. https://doi.org/10.1073/pnas.79.8.2554. PMid:6953413. PMCid:PMC346238
- Hopfield, J.J. (1984). Neurons with graded responses have collective computational properties like those of twostate neurons. In Proceedings of National Academy of Sciences (USA), 81: 3088–3092. https://doi.org/10.1073/ pnas.81.10.3088. PMid:6587342. PMCid:PMC345226
- Lee, S., Ryu, J., Lee, M., & Won, J. (2003). Use of an artificial neural network for analysis of the susceptibility to landslides at Boun, Korea. Environmental Geology, 44(7): 820–833. https://doi.org/10.1007/s00254-003-0825-y
- Russell, S.J., & Norvig, P. (2021). Artificial Intelligence: A Modern Approach (Third ed). Pearson India Education Services Pvt. Ltd.
- Haykin, S. (1999). Neural Networks:A Comprehensive Foundation. (2nd Ed.).
- Nazzal, J., El-Emary, I., & Najim, S. (2008). Multilayer Perceptron Neural Network (MLPs) for analyzing the properties of Jordan Oil Shale. World Applied Sciences Journal, 5(5): 546–552.
- Chollet, F., & Others. (2015). Keras. GitHub. 28. Van Rossum, G., & Drake, F.L. (2009). Python 3 Reference Manual.
- Bisong, E. (2019). Google colaboratory. In: Building machine learning and deep learning models on Google cloud platform. (Apress Berkeley CA., pp. 59–64). https:// doi.org/10.1007/978-1-4842-4470-8_7
- Talos, A. (2019). Autonomio Talos [Computer Software] hyperparameter optimization for tensorflow, Keras and Pytorch.
- Parashar, A., & Sonker, A. (2019). Application of hyperparameter optimized deep learning neural network for classification of air quality data. International Journal of Scientific & Technology Research, 8(11): 1435–1443.
- Ghasemi, E., Ataei, M., Shahriar, K., Sereshki, F., & Esmaeil, S.(2012). Assessment of roof fall risk during retreat mining in room and pillar coal mines. International Journal of Rock Mechanics and Mining Science, 54: 80–89. https:// doi.org/10.1016/j.ijrmms.2012.05.025
- Kumar, A., Kumar, D., Singh, A.K., Ram, S., Kumar, R., Gautam, A., Singh, R., & Singh, A.K. (2019). Roof sagging limit in an early warning system for safe coal pillar extraction. International Journal of Rock Mechanics and Mining Sciences, 123: 104–131. https://doi.org/10.1016/j. ijrmms.2019.104131
- Mark, C., & Michael, G. (2017). Preventing roof fall fatalities during pillar recovery: A ground control success story. International Journal of Mining Science and Technology, 27(1): 107–113. https://doi.org/10.1016/j.ijmst.2016.09.030
- Mark, C., & Molinda, G. (2007). Development and application of the Coal Mine Roof Rating (CMRR). Proceedings of the International Workshop on Rock Mass Classification in Underground Mining, 95–110.
- Palei, S.K., & Das, S.K. (2009). Logistic regression model for prediction of roof fall risks in bord and pillar workings in coal mines:An approach. Safety Science, 47: 88–96. https:// doi.org/10.1016/j.ssci.2008.01.002
- Torres, J. (2018). First contact with Deep Learning, Practical introduction with Keras.
- Fan, C., Chen, M., Wang, X., Wang, J. & Huang, B. (2021). A review on data preprocessing techniques toward efficient and reliable knowledge discovery from building operational data. Sustainable Energy Systems and Policies, Frontiers in Energy Research, 9: 18. https://doi.org/10.3389/ fenrg.2021.652801
- Brownlee, J. (2020). Data preparation for machine learning:Data cleaning, feature selection and data transforms in Python.
- Godoy, D. (2018). Understanding binary cross-entropy/ log loss: A visual explanation.
- Kalantar, B., Pradhan, B., Naghibi, S.A., Motevalli, A., & Mansor, S. (2018). Assessment of the effects of training data selection on the landslide susceptibility mapping: A comparison between Support Vector Machine (SVM), Logistic Regression (LR) and Artificial Neural Networks (ANN). Geomatics, Natural Hazards and Risk, 9(1): 49–69. https:// doi.org/10.1080/19475705.2017.1407368
- Goutte, C., & Gaussier, E.(2005). A probabilistic interpretation of precision, recall and F -score with implication for evaluation. Lecture Notes in Computer Science, 3408: 345– 359. https://doi.org/10.1007/978-3-540-31865-1_25
- Bradley, A.E. (1997). The use of the area under the ROC curve in the evaluation of machine learning algorithms. Pattern Recognition, 30(7): 1145–1159. https://doi. org/10.1016/S0031-3203(96)00142-2
- A Numerical Modelling Approach to Find the Stability of RIB and Snook in Mechanised Depillaring Panel — A Case Study of Kurja Mine
Abstract Views :103 |
PDF Views:0
Authors
Affiliations
1 Department of Mining Engineering, Indian Institute of Technology (Indian School of Mines), Dhanbad – 626004, Jharkhand, IN
2 Eastern Coalfield Limited, Coal India Limited, Sec. V, Rajarhat, Kolkata, IN
1 Department of Mining Engineering, Indian Institute of Technology (Indian School of Mines), Dhanbad – 626004, Jharkhand, IN
2 Eastern Coalfield Limited, Coal India Limited, Sec. V, Rajarhat, Kolkata, IN
Source
Journal of Mines, Metals and Fuels, Vol 70, No 4 (2022), Pagination: 191-202Abstract
Depillaring by conventional techniques created many irregular shaped pillars, mainly located at shallow depths in different coalfields of India. Continuous Miner Technology (CMT) has been introduced to extract these coal pillars scientifically with safety and productivity with greater depth. Leaving a proper sized rib or snook is a legal requirement as it decides the efficiency and safety of the pillar. However, CMT of square/rectangular shaped pillars created irregular shaped rib and snook. With the conventional empirical formula it is difficult to estimate the strength of such ribs or snooks. These ribs or snooks should be of sufficient size to protect the adjacent slicing operation and junction as well as they should fail in a controlled manner when machines shift inside the extraction. Field studies of different mines found several factors affecting the design of rib or snook. They are various types of induced stress, geological disturbances, manner of extraction etc. Proper assessment of the performance of different sizes and shapes of ribs and snooks in the field is complex due to the problematic underground mining environment for depillaring. For successful operation of the CMT required to study every depending parameter scientifically. Therefore, a numerical model is conducted to estimate the factor of safety of rib and snook to calculate the rib and snook stability. Results of field and simulation studies are presented and discussed in this paper to determine the rib’s stability in the continuous miner panel to create a safe environment for the men and machinesKeywords
Coal Mining, Continuous Miner, Numerical Modelling, Rock Mechanics, Rib and SnookReferences
- Robert. (2016). International Journal of Rock Mechanics Mining Sciences, 89: 165–175. https://doi.org/10.1016/j. ijrmms.2016.09.003
- Van Vuuren, J.J. (2002). Assessment of safe mechanised depillaring methods for Anjan hill, Chirimiri, SECL. Rock Mechanics Technology Limited.
- Lind,G. (2005). An integrated risk management approach for underground coal pillar extraction in South Africa. Southern African Institute of Mining and Metallurgy, pp. 137–148.
- Mark, C., & Zelanko, J.C. (2001). Sizing of final stumps for safer pillar extraction, pp. 1–8.
- Hori, H. & Nermat-Nasser, S. (1986). Brittle failure in compression: splitting, faulting and brittle-ductile transition. Philosophical Transactions of the Royal Society A, 319(1549). https://doi.org/10.1098/rsta.1986.0101
- Ashby, M.F., & Sammis, C.G. (1990). The damage mechanics of brittle solids in compression. Pure and Applied Geophysics, 133: 489–521. https://doi.org/10.1007/ BF00878002
- Wong, R.H.C., Lin, P. & Tang, C.A. (2006). Experimental and numerical study on splitting failure of brittle solids containing single pore under uniaxial compression. Mechanics of Materials, 38(1–2): 142–159. https://doi.org/10.1016/j. mechmat.2005.05.017
- Bobert, A., & Einstein, H. E. (1986). Numerical modeling of fracture coalescence in a model rock material, International Journal of Fracture, 92pp.
- Tang, K. (1998). Crack propagation and coal, strength fail. Crack Evol. Behav. Rock Mater. Contain.
- Maurer, W.C. (1965). Shear Failure of Rock Under Compression,” Society of Petroleum Engineers, pp. 167–176. https://doi.org/10.2118/1054-PA
- Mogi, K. (1966). Pressure dependence of rock strength and transition from brittle fracture to ductile flow. Bulletin of the Earthquake Research Institute, 44: 215–232.
- Mogi, (1971). Fracturaen dF lowo fR ockusn deHr ighT riaxiaCl ompression. Journal of Geophysical Research.
- Wilson, A.H. (1972). An hypothesis concerning pillar stability. Minerals Engineering International, 131(141): 409–417.
- Barron, K. (1986). A new method for coal pillar design. Conference on Ground Movement and Control Related To Coal Mining, AusIMM Melbourne, pp. 118–124.
- Das, A.J. Mandal, P.K., Paul, P.S., & Sinha, R.K. (2019). Generalised analytical models for the strength of the inclined as well as the flat coal pillars using rock mass failure criterion. International Journal of Rock Mechanics and Mining Sciences, 52: 3921–3946. https://doi.org/10.1007/ s00603-019-01788-7
- Paul, K. (1990). Paul Committee Report, pp. 1–17.
- Sheorey, P.R. (1997). Empirical rock failure criteria, CRC Press, 1st edition.
- NIOS. (n.d.). Analysis of retreat mining pillar stability, Pittsburgh, PA.
- Salamon, M., & Munro, A.H. (1967). A study of the strength of coal pillars. Journal of the Southern African Institute of Mining and Metallurgy.
- Zern, E.N. (1928). Coal Miners’ Pocketbook: Formerly the Coal and Metal Miners’ Pocketbook; Principles, Rules, Formulas and Tables, McGraw-Hill.
- Greenwald, H.P., Howarth, H.C., & Hartmann, I. (1939). Experiments on strength of small pillars of coal in the Pittsburgh bed, vol. 605. US Department of the Interior, Bureau of Mines.
- Holland C.T. (1964). The strength of coal in mine pillars. The 6th US Symposium on Rock Mechanics (USRMS).
- Gaddy, F.L. (1956), A study of the ultimate strength of coal as related to the absolute size of the cubical specimens tested, no. 112. Virginia Polytechnic Institute.
- Steart, F.A. (1954). Strength and stability of pillars in coal mines. Journal of the Southern African Institute of Mining and Metallurgy, 54(9): 309–325.
- Obert, L., & Duvall, W.I. (1967). Rock mechanics and the design of structures in rock, vol. 650. Wiley New York.
- Cook, J.P.M., Hodgson, K., & Hojem (1971). A 100-MN jacking system for testing coal pillars underground. Journal of the Southern African Institute of Mining and Metallurgy, 71(11): 215–224.
- Bieniawski Z.T., & Van Heerden, W.L. (1975). The significance of in situ tests on large rock specimens. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 12(4): 101–113. https://doi. org/10.1016/0148-9062(75)90004-2
- Agapito, J. (1982). Induced horizontal stress method of pillar design in oil shale, Proceedings of the Fifteenth Oil Shale Symposium, Colorado School of Mines, Golden, pp. 191–197.
- Pariseau,W.G. Shear stability of mine pillars in dipping seams, The 23rd US Symposium on Rock Mechanics (USRMS), 1982.
- Madden. (1991). Re-assessment of coal-pillar design, I nternational Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 28(5): 324. https://doi. org/10.1016/0148-9062(91)90549-2
- Sheorey, PR. (1992). Pillar strength considering in situ stresses, Information Circulars, 9315: 122–127.
- Galvin, J.M., Hebblewhite, B.K., & Wagner, H. (1995). Strata control for coal mine design. Roadway and Pillar Mechanics Workshop, Stage 2-Design Principles and Practice.
- Galvin, J.M., Hebblewhite, B.K., & Salamon, M.D.G. (1996). Australian coal pillar performance, ISRM News Journal, 4(1).
- Chase, F.E., Mark,C., Section, R.M., and Heasley, K.A. (n.d.). Deep Cover Pillar Extraction In The U.S. Coalfields.
- Van der Merwe, J.N. (2003). New pillar strength formula for South African coal. pp. 281–292.
- Van der Merwe, J.N., and Malhey, M. (2013). Update of coal pillar database for South African coal mining, Journal of the Southern African Institute of Mining and Metallurgy, 113(11): 825–840.
- Galvin. (1999). Coal pillar strength determinations for Australian and South African mining conditions, pp. 63–72.
- Bieniawski, Z.T. (1976). Rock mass classification of jointed rock masses. Rock Engineering, Johannesburg, 97: 106.
- Sheorey, P.R. (1994). A theory for in situ stresses in isotropic and transverseley isotropic rock, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 31(1): 23–34. https://doi.org/10.1016/0148- 9062(94)92312-4
- Mohan, G.M., Sheorey, P.R., & Kushwaha, A. (2001). Numerical estimation of pillar strength in coal mines, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 38: 1185–1192. https:// doi.org/10.1016/S1365-1609(01)00071-5
- Singh, R., Singh, A.K., Mandal, P.K., Kumar, R., & Buragohain, J. (2002). A novel method for UG extraction of a critically thick coal seam standing on pillars and the development made along the roof horizon. Minetech, 23(1&2): 3–11.
- Kushwaha, A., Singh, S.K., Tewari, S., & Sinha, A. (2010). Empirical approach for designing of support system in mechanized coal pillar mining, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 47(7): 1063–1078. https://doi.org/10.1016/j. ijrmms.2010.06.001
- Sinha, R.K. (2013). Influence of in situ stress on design of layout and support in bord and pillar workings, Indian School of Mines.
- Sinha, R.K. (2015). Design of support system in depillaring panel using numerical modelling – A case study, International Journal of Earth Sciences and Engineering, 8(6).
- Jawed, M., Sengupta, S., & Sinha, R.K. (2013). Chronological development in coal pillar design for bord and pillar workings: A critical appraisal. Journal of. Geology and Mining Research, 5: 1–11. https://doi.org/10.5897/JGMR12.010 46. Mitri, H.S., Edrissi, R., & Henning, J.G. (1995). Finiteelement modeling of cable-bolted stopes in hard-rock underground mines, Trans. Min. Metall. Explor. Inc., 298: 1897–1902.
- Wagner, H. (1974). Determination of the complete loaddeformation characteristics of coal pillars. pp. 1076–1081.
- Jawed, M., & Sinha, R.K. (2018). Design of rhombus coal pillars and support for roadway stability and mechanizing loading of face coal using SDLs in a steeply inclined thin coal seam — A technical feasibility study, Arabian Journal of Geosciences, 11pp. https://doi.org/10.1007/s12517-018- 3747-4
- Yejerla, Y., & Agrawal, H. (2016). Thick coal seam extraction vis-à-vis rib stability, 6th Asian Mining Congress.
- A Global Overview of the Schemes of Extraction of Pillars in Major Coal Producing Countries
Abstract Views :103 |
PDF Views:0
Authors
Affiliations
1 Department of Mining Engineering, Indian Institute of Technology (Indian School of Mines), Dhanbad - 826004, India;, IN
1 Department of Mining Engineering, Indian Institute of Technology (Indian School of Mines), Dhanbad - 826004, India;, IN
Source
Journal of Mines, Metals and Fuels, Vol 70, No 10 (2022), Pagination: 528 - 536Abstract
Seams amenable to opencast mining is on the verge of exhaustion globally and to meet the future demand of coal, underground mining method is the only viable technique left. In India, also quite a large number of coal seams have been extensively developed and standing on pillars for a long time. Extraction of these standing pillars with reasonable safety has been a challenge to mining engineers for most of reasons. Presently, depillaring in Indian mines is mostly carried out through cyclic unit operations involving drilling, blasting, loading with either a Side Discharge Loader (SDL) or a Load Haul Dumper (LHD), transport and hauling. Fully mechanized depillaring panels are limited in number. Mechanized depillaring using continuous miner and shuttle car is being used in a few mines in India with a view to achieving bulk production and high productivity. Still we are far behind with our Output per Man Shift (OMS), to a tune of 2.01 compared to the global OMS of 12 tonnes per man-shift in depillaring districts. Different strata, along with hostile geo-mining factors, are considered to be this prime case of low productivity. This paper seeks to highlight the existing depillaring practices in India and other major coal-producing countries namely USA, Australia and South Africa. The authors also present a case study on conventional depillaring practice in the Indian context and a few methods being practiced in major coal-producing countries.Keywords
Bord and Pillar, Coal Pillar, Depillaring, Underground MiningReferences
- RK Sinha. Influence of in-situ stress on design of layout and support in bord and pillar workings, IIT ISM, Dhanbad.2013.
- R Singh, PK Mandal, AK Singh, TN Singh. Cable-boltingbased semi-mechanised depillaring of a thick coal seam. Int. J. Rock Mech. Min. Sci. 2001; 38:245-257. https://doi. org/10.1016/S1365-1609(00)00075-7
- R Kumar, AK Singh, AK Mishra, R Singh. Underground mining of thick coal seams, Int. J. Min. Sci. Technol. 2015; 26:4-7. https://doi.org/10.1016/j.ijmst.2013.01.014
- R Singh, AK Singh, PK Mandal, R Kumar, O Singh, J Buragohain. A novel method for underground extraction of a critically thick coal seam standing on pillars and the development made along the roof horizon. Minetech. 2002; 23:3-11.
- R Singh, R Kumar. Pillar stability during underground mining of the complete thickness of a thick coal seam in a single lift - Indian experiences, in: 1st Canada-US. Rock Mech. Symp. 2007. https://doi.org/10.1201/NOE0415444019-c181
- AK Singh, R Singh, J Maiti, R Kumar, PK Mandal. Assessment of mining induced stress development over coal pillars during depillaring, Int. J. Rock Mech. Min. Sci. 2011; 48:805-818. https://doi.org/10.1016/j.ijrmms.2011.04.004
- RK Sinha, M Jawed, S Sengupta. Influence of rock mass rating and in situ stress on stability of roof rock in bord and pillar development panels. Int. J. Min. Miner. Eng. 2015; 6:258-275. https://doi.org/10.1504/IJMME.2015.071175
- PK Mandal, AK Singh, J Buragohain, R Singh. A novel method of mining for underground winning of contiguous section of a coal seam under fragile parting. J. Mines Met. Fuels. 2002; 50:25-33.
- M Jawed, RK Sinha. Design of rhombus coal pillars and support for Roadway Stability and mechanizing loading of face coal using SDLs in a steeply inclined thin coal seam a technical feasibility study. Arab. J. Geosci. 2018; 11:415.https://doi.org/10.1007/s12517-018-3747-4
- K Das, GS Kumar. Optimum extraction of pillars by FLAC-3D where surface features is the major constrain, in: ISRM Reg. Symp. 2014, London. 2014; pp. 591-595. https:// doi.org/10.1201/b16955-101
- BP Verma, S Prasad, BB Dhar. Blasting gellery method and its support design - a critical analysis proceding of international, Symp. Thick Seam Mining, CIMFR, Dhanbad, India. 1992; 471-492.
- RR Singh, AK Singh, J Maiti, PK Mandal, RR Singh, R Kumar. An observational approach for assessment of dynamic loading during underground coal pillar extraction. Int. J. Rock Mech. Min. Sci. 2011; 48:794-804. https:// doi.org/10.1016/j.ijrmms.2011.04.003
- PK Mandal, AJ Das, N Kumar, R Bhattacharjee, S Tewari, A Kushwaha, P Kumar, A Jyoti, N Kumar, R Bhattacharjee, S Tewari and A Kushwaha. Assessment of roof convergence during driving roadways in underground coal mines by continuous miner. Int. J. Rock Mech. Min. Sci. 2018; 10:169-178. https://doi.org/10.1016/j.ijrmms.2018.06.001
- PK Mandal, AK Singh, S Ram, AK Singh, N Kumar, R Singh. Strata behaviour investigations of Indias first depillaring face with continuous miner and shuttle car. Minetech. 2004; 25:03-12.
- S Sengupta, RKK Sinha, DS Subrahmanyam, D Joseph, Sengupta S, RKK Sinha. Investigation in to the Causes of Severe Roof Problems in Some Indian Coal Mines and Formulation of Guidelines to Reduce Ground Control Problems. Int. J. Min. Miner. Eng. 2011; 3:290-302. https:// doi.org/10.1504/IJMME.2011.045471
- RK Sinha. Influence of in-situ stress on design of layout and support in bord and pillar workings, Indian Institute of Technology (Indian School of Mines), Dhanbad, India.2013.
- RK Sinha, M Jawed, Sengupta S. Influence of Anisotropic Stress Conditions on Design of Development Workings in Bord and Pillar Mining, ISRM India Journal- Half Yrly. Tech. J. Indian Natl. Gr. ISRM. 2013; 2:16-24.
- R Singh, AK Singh, PKP Mandal, R Kumar. Rock Mechanics Considerations for the Success of Mechanised Coal Pillar Extraction in India. ISRM Int. Symp. 2010 6th Asian Rock Mech. Symp. Rock Eng. 2010; 23-27. http://www. onepetro.org/mslib/servlet/onepetropreview?id=ISRMARMS6-2010-138.
- RK Sinha, M Jawed, S Sengupta. Design of support system in depillaring panel using numerical modeling - A case study. Intrenational J. Earth Sci. Eng. 2015; 8:6.
- M Saharan, PK Palit, K Rao. Desinging coal mine development galleries for room and pillar mining for continuous miner operations - Indian experience, in: 2012 Coal Oper. Conf., The University of Wollongong, Australia. 2012; pp.154-162.
- GH Lind. Key success elements of coal pillar extraction in New South Wales, J. South. African Inst. Min. Metall. 2002; 102:199-205.
- C Mark. Overview of Ground Control Research for Underground Coal Mines in The United States, Pittsburgh USA, 2002.
- SP Mathur, NK Singh. Coal mining and management. Volume-II, n.d.
- DGMS, Coal Mines regulations. 2017. http://www.fameindia.gov.in/ViewNotificationDetails.aspx?RowId=22.
- RK Sinha. Hydraulic fracturing for in situ stress measurement and its application in the design of underground structures in Rock - few case studies, in: Keynote Address Curr. Pract. Min. Allied Ind., Keonjhar, India, 2018.
- C Mark, JC Zelanko, MT Hoch, F Chase. Evaluation of pillar recovery in southern west virginia, Pittsburgh USA.2002.
- World coal Association, Coal mining, World Coal Assoc. 2019; 1-8. https://www.worldcoal.org/coal/coal-mining.
- S Shihua. Col-Mining Technology in China. 1986.
- I Marshal Miller and Associates, Retreat mining practices in Kentucky: A comprehensive analaysis of retreat mining operations in Kentucky including regulations, safety practices, and operator reporting, Repot prepared by, Kentucky, USA, 2006.
- SS Peng. Understanding the chinese coal industry, Coal Age. 2010:1-17. https://www.coalage.com/features/understanding-the-chinese-coal-industry/.
- L Lien. Advances in coal mining technology, in: Room Pillar Min., 2013. https://doi.org/10.1533/9780857097309.2.193
- E Ghasemi, M Ataei, K Shahriar, F Sereshki, SE Jalali, A Ramazanzadeh, S Esmaeil, SE Jalali, A Ramazanzadeh. Assessment of roof fall risk during retreat mining in room and pillar coal mines, Int. J. Rock Mech. Min. Sci. 2012; 54:80-89. https://doi.org/10.1016/j.ijrmms.2012.05.025
- FE Chase, C Mark, KA Heasley. Deep cover pillar extraction in the US coalfields, in: Proc. 21th Int. Conf. Gr. Control Mining, Morgantown, West Virginia Univ. USA, 2002; pp. 69-80.
- C Mark, CZ Joseph. Sizing of final stumps for safer pillar extraction, in: 20th Int. Conf. Gr. Control Min.,
- Morgantown: West Virginia University, USA. 2001; pp. 59-66.
- S Ram. A study of roof pillar interaction for an efficient breaker line design during mechanised depillaring., Indian Inst. Technol. (ISM), Dhanbad. 2016; 24:50-170. https:// doi.org/10.1145/2505515.2507827
- G Lind. An integrated risk management approach for underground coal pillar extraction in South Africa. J. South African Inst. Min. Metall. 2005; 105:137-147.