Superposition model for analyzing the dynamic ground subsidence in mining area of thick loose layer

Defeng Hou1, Dehai Li2, Guosheng Xu2, Yanbin Zhang2
1College of Resources & Safety Engineering, China University of Mining & Technology, Beijing 100083, China
2Institute of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo 454000, China

Tài liệu tham khảo

Liu, 2013, Study on surface movement law of coal mining under thick loose layer, Coal Sci Technol, 41, 117, 10.1016/j.surfcoat.2013.07.021 Hou, 2016, Impact of mining thickness on dynamic subsidence characteristics in condition of mining under thick unconsolidated layers, Coal Sci Technol, 44, 191 Yu, 2004, A modified model of probability integral method for mining under thick loose layer, J Jiaozuo Inst Technol (Nat Sci Ed), 23, 255 Feng, 2013, Study on dynamic surface subsidence prediction system for multi working face, Coal Mine Saf, 05, 72 Guo, 2010, Dynamic surface movement characteristics of fully mechanized top coal caving under thick and wet loose layer, J China Coal Soc, 35, 38 Huang, 2008, Study on deformation law and calculation method of surface dynamic subsidence, J China Univ Min Technol (Soc Sci), 10, 211 Liu, 2010, Time function model of the dynamic process of surface subsidence, Rock Soil Mech, 31, 925 Zhang, 2015, Time-dependent subsidence prediction model and influence factor analysis for underground gas storages in bedded salt formations, Eng Geol, 187, 156, 10.1016/j.enggeo.2015.01.003 Chang, 2003, Study on time function of surface subsidence—the improved Knothe time function, Chin J Rock Mech Eng, 22, 1496 Cui, 1999, Discussion on the time function of time dependent surface movement, J China Coal Soc, 24, 453 Peng, 2004, Time function and prediction of progressive surface movements and deformations, J Univ Sci Technol Beijing, 26, 341 Zhu, 2011, Prediction function of surface dynamic deformation, Chin J Rock Mech Eng, 30, 1889 Zhu, 1994, Visco-elastic mechanical analysis of surrounding rock stability of underground circular tunnel, J Tongji Univ, 22, 329 He, 2014, Latest progress of soft rock mechanics and engineering in China, J Rock Mech Geotech Eng, 6, 165, 10.1016/j.jrmge.2014.04.005 Jang, 2014, A review of soft computing technology applications in several mining problems, Appl Soft Comput, 22, 638, 10.1016/j.asoc.2014.05.019 Li, 2009, A visco-elastic model for analysis of ground subsidence due to underground mining by pillarless sublevel caving method, Eng Mech, 26, 227 Liu, 1982, 9 Hebei university. Experimental study on the mechanical properties of soft rock of deep mine; 2009. p. 221. Zhang WX. Xin method in visco-elastic mechanics. Dalian: Dalian University of Technology; 2007. Carranza-Torres, 1999, The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion, Int J Rock Mech Min Sci, 36, 777, 10.1016/S0148-9062(99)00047-9 Zeng, 1992, Application of viscoelasticity to study the time-dependent surface subsidence caused by underground mining, Eng Geol, 32, 279, 10.1016/0013-7952(92)90054-3 Li, 2015, A visco-elastic theoretical model for analysis of dynamic ground subsidence due to deep underground mining, Appl Math Model, 39, 5495, 10.1016/j.apm.2015.01.003 Donnelly, 2001, The monitoring and prediction of mining subsidence in the Amaga, Angelopolis, Venecia and Bolombolo Regions, Antioquia, Colombia, Eng Geol, 59, 103, 10.1016/S0013-7952(00)00068-5 Li, 2012, SMT-GP method of prediction for ground subsidence due to tunneling in mountainous areas, Tunn Undergr Space Technol, 32, 198, 10.1016/j.tust.2012.06.012 Wu, 1998