Rockburst characteristics and numerical simulation based on a strain energy density index: A case study of a roadway in Linglong gold mine, China

Abstract With an increase in mining depth, rockburst is becoming an important problem in roadways of Linglong gold mine, where the overburden is up to 1000 m. Field observations indicate that rock failures are often triggered by blasting at the adjacent workface. In order to understand the rockburst mechanism, numerical investigation associated with an energy index, strain energy density (SED), is conducted to simulate the energy accumulation and dissipation characteristics of the failure process. The results show that rock failure follows different mechanisms under dynamic loading as a result of unloading and loading zones generated around the cavity. Numerical modelling demonstrates that strain burst occurs at the corner and the floor with the release of massive energy, while dynamic spalling occurs at the lower sidewall due to the reflected tensile stress wave at the free surface. The failure types and damage extend from simulated results agree well with field observations. The findings presented in this study will contribute to effective support design strategies in deep underground openings.

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

[2]  Diederichs,et al.  A Modified Approach For Prediction of Strength And Post Yield Behaviour For High GSI Rockmasses In Strong, Brittle Ground , 2007 .

[3]  Ma,et al.  Mechanical Behaviors of Silt Rock Subjected to Coupling Static and Impact Loads , 2006 .

[4]  A. M. Linkov,et al.  Rockbursts and the instability of rock masses , 1996 .

[5]  Hani S. Mitri,et al.  Classification of Rockburst in Underground Projects: Comparison of Ten Supervised Learning Methods , 2016, J. Comput. Civ. Eng..

[6]  E. T. Brown,et al.  Underground excavations in rock , 1980 .

[7]  Evert Hoek,et al.  Practical estimates of rock mass strength , 1997 .

[8]  R. Q. Huang,et al.  Analysis of dynamic disturbance on rock burst , 1999 .

[9]  Jian Zhao,et al.  Rock burst and slabbing failure and its influence on TBM excavation at headrace tunnels in Jinping II hydropower station , 2012 .

[10]  He Manchao,et al.  Experimental study of rockbursts in underground quarrying of Carrara marble , 2012 .

[11]  Richard L. Gibson,et al.  Seismic radiation from explosively loaded cavities in isotropic and transversely isotropic media , 1996 .

[12]  Xia-Ting Feng,et al.  Fractal behaviour of the microseismic energy associated with immediate rockbursts in deep, hard rock tunnels , 2016 .

[13]  Karin Appelquist,et al.  Spalling Experiments on Large Hard Rock Specimens , 2015, Rock Mechanics and Rock Engineering.

[14]  Sanjay Govindjee,et al.  Anisotropic modelling and numerical simulation of brittle damage in concrete , 1995 .

[15]  Wancheng Zhu,et al.  Numerical simulation on rockburst of underground opening triggered by dynamic disturbance , 2010 .

[16]  Abbas Taheri,et al.  Study on variations of peak strength of a sandstone during cyclic loading , 2016 .

[17]  Theodor Krauthammer,et al.  Pressure–impulse diagrams for the behavior assessment of structural components , 2008 .

[18]  Abbas Taheri,et al.  Pre-Peak and Post-Peak Rock Strain Characteristics During Uniaxial Compression by 3D Digital Image Correlation , 2016, Rock Mechanics and Rock Engineering.

[19]  Mark S. Diederichs,et al.  The 2003 Canadian Geotechnical Colloquium: Mechanistic interpretation and practical application of damage and spalling prediction criteria for deep tunnelling , 2007 .

[20]  A. Lavrov,et al.  Kaiser effect observation in brittle rock cyclically loaded with different loading rates , 2001 .

[21]  D. P. Blair Blast vibration control in the presence of delay scatter and random fluctuations between blastholes , 1993 .

[22]  An-Zeng Hua,et al.  Rock failure due to energy release during unloading and application to underground rock burst control , 2001 .

[23]  Qingming Li,et al.  Pressure-Impulse Diagram for Blast Loads Based on Dimensional Analysis and Single-Degree-of-Freedom Model , 2002 .

[24]  Meifeng Cai,et al.  Results of in situ stress measurements and their application to mining design at five Chinese metal mines , 2000 .

[25]  Xibing Li,et al.  Characteristics of the unloading process of rocks under high initial stress , 2012 .

[26]  Kristina Jonsson,et al.  Design considerations for an underground room in a hard rock subjected to a high horizontal stress field at Rana Gruber, Norway , 2013 .

[27]  Xiao-Ping Zhang,et al.  Acoustic emission characteristics of the rock-like material containing a single flaw under different compressive loading rates , 2017 .

[28]  Evert Hoek,et al.  HOEK-BROWN FAILURE CRITERION - 2002 EDITION , 2002 .

[29]  V. P. Efimov On determining the parameters of the kinetic equation of rock durability using the measurement data on tensile strength at different loading rates , 2006 .

[30]  Wang Zhen-yu Dynamic response and blast-resistance analysis of a tunnel subjected to blast loading , 2004 .

[31]  Bang Liu,et al.  The effect of principal stress orientation on tunnel stability , 2015 .

[32]  Z. T. Bieniawski,et al.  Engineering Rock Mass Classifications: A Complete Manual for Engineers and Geologists in Mining, Civil, and Petroleum Engineering , 1989 .

[33]  Xia-Ting Feng,et al.  Rockburst characteristics and numerical simulation based on a new energy index: a case study of a tunnel at 2,500 m depth , 2010 .

[34]  Xibing Li,et al.  Dynamic Characteristics of Granite Subjected to Intermediate Loading Rate , 2005 .

[35]  Zhang Shu-jin An analysis on mechanism of rock burst during deep mining excavation in Linglong gold mine , 2009 .

[36]  B. H. Brady,et al.  Simulation of progressive fracturing processes around underground excavations under biaxial compression , 2005 .

[37]  Pisidhi Karasudhi Foundations of solid mechanics , 1991 .

[38]  Jianhua Yang,et al.  An equivalent method for blasting vibration simulation , 2011, Simul. Model. Pract. Theory.

[39]  Qi-hu Zhu,et al.  Numerical Simulation of Rock Burst in Circular Tunnels Under Unloading Conditions , 2007 .

[40]  Z. T. Bieniawski,et al.  Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: Part 1. Suggested method for determining deformability of rock materials in uniaxial compression , 1979 .

[41]  V. Mansurov Prediction of rockbursts by analysis of induced seismicity data , 2001 .

[42]  Xibing Li,et al.  Numerical investigation on fracturing behaviors of deep-buried opening under dynamic disturbance , 2016 .

[43]  Abbas Taheri,et al.  Experimental Study on Degradation of Mechanical Properties of Sandstone Under Different Cyclic Loadings , 2016 .

[44]  Yang Peng,et al.  Analysis of Energy Released in Process of Rock-burst , 2010 .

[45]  Li Yuan,et al.  IN-SITU STRESS MEASUREMENT AT DEEP POSITION OF LINGLONG GOLD MINE AND DISTRIBUTION LAW OF IN-SITU STRESS FIELD IN MINE AREA , 2010 .

[46]  Xibing Li,et al.  Influence of Geostress Orientation on Fracture Response of Deep Underground Cavity Subjected to Dynamic Loading , 2015 .

[47]  Mark S. Diederichs,et al.  Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation , 2004 .

[48]  Hongyuan Liu,et al.  Experimental study on failure behaviour of deep tunnels under high in-situ stresses , 2015 .

[49]  Lin-ming Dou,et al.  Study on fault induced rock bursts , 2008 .

[50]  Ning Li,et al.  Predicting rock burst hazard with incomplete data using Bayesian networks , 2017 .

[51]  M. Cai,et al.  Influence of intermediate principal stress on rock fracturing and strength near excavation boundaries : Insight from numerical modeling , 2008 .