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Research on stability of rock mass and þ30 level surface construction works when re-exploiting the seam H10 at Mong Duong Coal Mine, Vietnam

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The re-exploitation of coal seams located near the ground is one of the solutions to increase output, reduce mining investment costs, and avoid wasting coal resources. The re-exploitation of coal seams will also cause instability of the surrounding rock mass and may affect surface construction works. Through the process of re-exploiting the longwall in seam H10 at Mong Duong Coal Mine, the authors have studied and evaluated the stability of the rock mass and þ30 level surface works (including fan station and gateroad). To achieve the results in this study, the numerical simulation model method and the analytical method were applied. The model analysis results have determined that the displacement and deformation areas of the rock mass around the mining area correspond to the length of the cut in the strike direction of the longwall H10. The analysis and calculation results from the model show that the longwall in seam H10 can be re-exploited when leaving a protective coal pillar about 50 m from the center of the þ30 fan station at the east side; this distance ensures the stability of the rock mass that located near the ground and the surface works at þ30.
Rocznik
Strony
100--109
Opis fizyczny
Bibliogr. 27 poz.
Twórcy
autor
  • Hanoi University of Mining and Geology, Faculty of Mining, Department of Underground Mining, Viet Nam
autor
  • Hanoi University of Mining and Geology, Faculty of Civil Engineering, Department of Underground and Mining Construction, Viet Nam
Bibliografia
  • [1] Que CT, Nevskaya M, Marinina O. Coal mines in Vietnam: geological conditions and their influence on production sustainability indicators. Sustainability 2021;13:11800. https:// doi.org/10.3390/su132111800.
  • [2] Zhang DS, Fan GW, Ma LQ, Wang XF. Aquifer protection during longwall mining of shallow coal seams: a case study in the Shendong Coalfield of China. Int J Coal Geol 2011; 86(2-3):190-6. https://doi.org/10.1016/j.coal.2011.01.006.
  • [3] Wang G, Luo HJ, Wang JR, Tian FC, Wang S. Broken laws of key strata on strata behaviors in large height fully-mechanized face of nearly shallow coal seam. J China Inst Min Technol 2016;45(3):469-74. https://doi.org/10.13247/j.cnki.jcumt.000509.
  • [4] Shabanimashcool M, Li CC. Analytical approaches for studying the stability of laminated roof strata. Int J Rock Mech Min Sci 2015;79:99-108. https://doi.org/10.1016/j.ijrmms.2015.06.007 Int. J. Rock Mech. Min. Sci.
  • [5] Salmi EF, Nazem M, Karakus M. The effect of rock mass gradual deterioration on the mechanism of postmining subsidence over shallow abandoned coal mines. Int J Rock Mech Min Sci 2017;91:59-71. https://doi.org/10.1016/ j.ijrmms.2016.11.012.
  • [6] Zhao YH, Wang SR, Zou ZS, Ge LL, Cui F. Instability characteristics of the cracked roof rock beam under shallow mining conditions. Int J Min Sci Technol 2018;28(3):437-44. https://doi.org/10.1016/j.ijmst.2018.03.005.
  • [7] Zhou DW, Wu K, Cheng GL. Mechanism of mining subsidence in coal mining area with thick alluvium soil in China. Arabian J Geosci 2014;8(4):1855-67. https://doi.org/10.1007/ s12517-014-1382-2.
  • [8] Zhang HR, Zhang GB, Sheng YY. Mechanism and prediction research of the surface mining subsidence of thick loose layers in mining area. Appl Mech Mater 2012;204-208:3488-93. https://doi.org/10.4028/www.scientific.net/amm.204-208.3488.
  • [9] Hu HF, Lian XG. Subsidence rules of underground coal mines for different soil layer thickness: Lu’an Coal Base as an example. Int J Coal Sci Technol 2015;2(3):178-85. https://doi.org/10.1007/s40789-015-0088-8.
  • [10] Krukovskyi O, Bulich Y, Kurnosov S, Yanzhula O, Demin V. Substantiating the parameters for selecting a pillar width to protect permanent mine workings at great depths. IOP Conf Ser Earth Environ Sci 2022;970(1):012049. https://doi.org/10.1088/1755-1315/970/1/012049.
  • [11] Liu CG. Similar simulation study on the movement behavior of overlying strata in shallow seam mining in Majiliang Coal Mine. J China Coal Soc 2022;36(1). 2022.
  • [12] Wang X. Similar simulation test of overlying rock failure and crack evolution in fully mechanized caving face with compound roof. Geotech Geol Eng 2022;40:73-82. https://doi.org/10.1007/s10706-021-01892-y.
  • [13] Liu HL, Cao WX, Shan CF, Qian J, Wu C, Xu H, et al. Similar simulation experimental study on fracture characteristics of overburden strata under mining with large dip angle. J Xinjiang Univ Nat Sci Ed China Engl 2020;37:301-8.
  • [14] Ye Q, Wang G, Jia ZZ, Zheng CS, Wang WJ. Similarity simulation of mining-crack-evolution characteristics of overburden strata in deep coal mining with large dip. J Pet Sci Eng 2018;165:477-87. https://doi.org/10.1016/j.petrol.2018.02.044.
  • [15] Shashenko A, Gapieiev S, Solodyankin A. Numerical simulation of the elastic-plastic state of rock mass around horizontal workings. Arch Min Sci 2009;54(2):341-8.
  • [16] Zhao L, Cui Z, Peng R, Si K. Numerical simulation and evaluation on continuum damage models of rocks. Energies 2022;15:6806. https://doi.org/10.3390/en15186806.
  • [17] Belandria N, Ûcar R, Corredor A, Hassani F. Safety factor on rock slopes with tensile cracks using numerical and limit equilibrium models. Geotech Geol Eng 2021;39(3):2287-300. https://doi.org/10.1007/s10706-020-01624-8.
  • [18] Krukovskyi O, Krukovska V. Numerical simulation of the stress state of the layered gas-bearing rocks in the bottom of mine working. E3S Web Conf 2019;109:00043. https://doi.org/10.1051/e3sconf/201910900043.
  • [19] Ishchenko KS, Krukovskiy AP, Krukovskaya VV, Ishchenko AK. Physical and numeral modeling of stressed- deformed state of the rock massif in the working face. Nauk Visnyk Natsional Hirnycho Univ 2022;(2):85-91.
  • [20] Fang RY, Xin JQ. Study on characteristic of stress field in surrounding rocks of shallow coalface under longwall mining. J China Coal Soc 2017;36(10).
  • [21] Das AJ, Mandal PK, Paul PS, Sinha RK, Tewari S. Assessment of the strength of inclined coal pillars through numerical modelling based on the ubiquitous joint model. Rock Mech Rock Eng 2019;52:3691-717. https://doi.org/10.1007/s00603-019-01826-4.
  • [22] Shults R, Annenkov A, Seitkazina G, Soltabayeva S, Kozhayev Zh, Khailak A, et al. Analysis of the displacements of pipeline overpasses based on geodetic monitoring results. Geodesy Geodynam 2022;13(1):50-71. https://doi.org/10.1016/j.geog.2021.09.005.
  • [23] Nemova NA, Tahanov D, Hussan B, Zhumabekova A. Technological solutions development for mining adjacent rock mass and pit reserves taking into account geomechanical assessment of the deposit. Nauk Visnyk Natsional Hirnycho Univ 2020;(2): 17-23. https://doi.org/10.33271/nvngu/2020-2/017.
  • [24] Pivnyak G, Dychkovskyi R, Smirnov A, Cherednichenko Y. Some aspects on the software simulation implementation in thin coal seams mining. Energy Efficiency Improvement of Geotechnical Systems; 2013. p. 1-10. https://doi.org/10.1201/b16355-2.
  • [25] Yanli H, Jixiong Z, Baifu A, Qiang Z. Overlying strata movement law in fully mechanized coal mining and backfilling longwall face by similar physical simulation. J Min Sci 2011;47:618-27. https://doi.org/10.1134/S1062739147050108.
  • [26] Diagrams of the current exploitation status of the Seam H10 at east side. In: Mong Duong coal mine. Quang Ninh, Vietnam. Department of mining technology; 2020.
  • [27] General report on geological characteristics of mining area of the longwall from -230 to -160 level at east side in coal seam H10 of Mong Duong Coal Mine. In: Mong Duong coal mine, Quang Ninh, Vietnam. Department of Geodesy and Geology; 2020.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7eb7f26e-abc6-4925-a503-e6ac62b3e0c4
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