Transient characters of energy changes induced by blasting excavation of deep-buried tunnels

[1]  Julius Miklowitz,et al.  Plane-Stress Unloading Waves Emanating From a Suddenly Punched Hole in a Stretched Elastic Plate , 1960 .

[2]  K. Hodgson,et al.  The Relationship Between Energy Release Rate, Damage, And Seismicity In Deep Mines , 1966 .

[3]  M. Nafi Toksöz,et al.  Tectonic Strain Release by Underground Nuclear Explosions and its Effect on Seismic Discrimination , 1972 .

[4]  N. Cook,et al.  Seismicity associated with mining , 1976 .

[5]  C. Kisslinger A review of theories of mechanisms of induced seismicity , 1976 .

[6]  J. B. Walsh,et al.  Energy Changes Due To Mining , 1977 .

[7]  S. P. Singh,et al.  Burst energy release index , 1988 .

[8]  John P. Carter,et al.  SUDDEN EXCAVATION OF A LONG CIRCULAR TUNNEL IN ELASTIC GROUND , 1990 .

[9]  J.A.L. Napier,et al.  Energy changes in a rockmass containing multiple discontinuities , 1991 .

[10]  A. Mikhalyuk,et al.  Dissipation of dynamic-loading energy in quasi-elastic deformation processes in rocks , 1997 .

[11]  R. Paul Young,et al.  Acoustic emission and ultrasonic-velocity methods used to characterise the excavation disturbance associated with deep tunnels in hard rock , 1998 .

[12]  Yingxin Zhou,et al.  Rock dynamics research related to cavern development for Ammunition storage , 1999 .

[13]  R. Mitri,et al.  FE modelling of mining-induced energy release and storage rates , 1999 .

[14]  J.-A. Wang,et al.  Comprehensive prediction of rockburst based on analysis of strain energy in rocks , 2001 .

[15]  R. Jay Conant,et al.  Advanced Mechanics of Materials , 2003 .

[16]  Li Li-yun CRITERIA FOR STRENGTH AND STRUCTURAL FAILURE OF ROCKS BASED ON ENERGY DISSIPATION AND ENERGY RELEASE PRINCIPLES , 2005 .

[17]  J. Sanchidrián,et al.  Energy components in rock blasting , 2007 .

[18]  Chu Weijiang,et al.  STUDY OF MECHANICAL BEHAVIOR OF DEEP-BURIED MARBLE AT JINPING II HYDROPOWER STATION , 2010 .

[19]  M. He,et al.  Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions , 2010 .

[20]  Xiating Feng,et al.  In situ monitoring of rockburst nucleation and evolution in the deeply buried tunnels of Jinping II hydropower station , 2012 .

[21]  Peng Yan,et al.  Microseism Induced by Transient Release of In Situ Stress During Deep Rock Mass Excavation by Blasting , 2013, Rock Mechanics and Rock Engineering.

[22]  Peng Yan,et al.  Dynamic response of rock mass induced by the transient release of in-situ stress , 2012 .

[23]  Wancheng Zhu,et al.  2D numerical simulation on excavation damaged zone induced by dynamic stress redistribution , 2014 .

[24]  Xibing Li,et al.  Influence of stress path on excavation unloading response , 2014 .