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个人基本情况咨询QQ、微信:2544906法数值模拟研究. 岩石力学与工程学报. 33(5):938-946. (EI)
会议论文
【1】Tan, X., Konietzky, H., (2012): A modified constitutive law for brittle rocks considering the degradation and dilation behaviour., In: Ver?ffentlichung des Instituts für Geotechnik der TU Bergakademie Freiberg, Jahrgang: 2012-1, S. 275-298.
【2】Konietzky, H., Tan, X., (2013): Numerical simulation of triaxial compression test for brittle rock sample using a modified constitutive law considering the degradation and dilation behavior. The 3rd International FLAC/DEM Symposium in conjunction with CSRME Annual Seminar on Numerical and Physical Simulation.
【3】Konietzky, H.; Tan, X.; Chen, W., (2015): Time-dependent DEM based fracture simulations at the grain-size level for brittle heterogeneous solids. In: Proc. 4th Int. Conference on Particle Based Methods, Barcelona, Spain. (Accepted)
学术报告
【1】2013.11.15 “Effects of microstructures of poroelastic materials”, Geomechanik-Kolloquium, Leipzig. (孔隙弹性材料的微观构造效应,岩土力学会议,莱比锡)
【2】2013.09.27 “Micomechanics of hard rocks”, Workshop “Anisotropic Rock”, Potsdam. (坚硬岩石的微观力学研究,各向异性岩石工作组,波茨坦)
【3】2012.12.5,“Hydraulic-Mechanical coupled behavior of granite during failure process in Laboratory”, Geotechnical semelar in TU-Freiberg. (花岗岩破坏试验过程中的水力耦合行为,弗莱贝格工业大学岩土工程报告)
【4】2012.2.2,“Hydro-Mechanical coupling study in EGS”, Academic exchange with Henan Polytechnic University. (增强型地热系统中的岩石水力耦合效应,弗莱贝格工业大学岩土工程报告)
【5】2011.11.25,“An empirical degradation and dilation constitutive model for brittle rocks”, German Research Centre for Geosciences, Potsdam. (一种考虑强度弱化和体积膨胀效应的经验本构模型,德国地质科学研究中心,波茨坦)
【6】2010.12.5,“Transient Pulse Method to determine permeability of tight rock”, TU-Freiberg. (用瞬时压力脉冲法测量密实岩石的渗透系数,弗莱贝格工业大学)
【7】2010.7.15,“Granite: a potential reservoir rock for enhanced geothermal system”, TUFreiberg. (花岗岩:增强型地热系统的一种潜在储层,弗莱贝格工业大学)
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