Preface |
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xiii | |
Committees |
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xv | |
Keynotes |
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Rock burst observations from hard rock mines: Failures, successes, lessons learned |
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3 | (10) |
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Dynamic and coupled static-dynamic loading theory and method in deep hard rock mining |
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13 | (12) |
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A review of the development of better prediction equations for blast fragmentation |
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25 | (22) |
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Spalling in extreme ground motion and evidence from the 2008 Wenchuan earthquake |
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47 | (12) |
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Laboratory dynamic testing of rock |
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Shear behavior of planar rock joints under Dynamic Normal Load (DNL) conditions |
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59 | (6) |
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Experimental characterization of Himalayan limestone |
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65 | (8) |
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Effects of water-filled rock joints on ultrasonic P-wave propagation |
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73 | (4) |
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Monitoring of damage evolution in granite under uniaxial compression by AE and P-wave velocity |
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77 | (6) |
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Dynamic fracture behavior of dry and saturated sandstone |
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83 | (6) |
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Two-ways dynamic shear testing of rock discontinuities |
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89 | (8) |
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Stress redistribution of dynamic loading incident through a pre-stressed cavity |
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97 | (6) |
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Dynamic tests of marble specimens with artificial defects under impact loading by SHPB |
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103 | (6) |
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Experimental study on the strength characteristics of coal specimens under static and dynamic loadings |
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109 | (6) |
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Deformation characteristics of Beishan granite under low-cyclic loading |
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115 | (6) |
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Dynamic mode II fracture toughness determination of rocks with short cores in compression method |
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121 | (6) |
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Thermo-mechanical properties of sandstone under coupled static and dynamic loading |
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127 | (8) |
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Fracture characteristics of rock under coupled static pre-load and impact disturbance |
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135 | (8) |
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Dynamic characteristic of rock under in-situ stress and blast loading |
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143 | (8) |
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Mechanical characteristics of sandstone under both static pre-stress and cyclic loading |
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151 | (6) |
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Study on rock breakage by disc cutter under coupled static and dynamic loads |
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157 | (6) |
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Development of impact loading test device for gas-containing coal |
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163 | (6) |
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Dynamic increase factors of rock strength |
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169 | (6) |
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A preliminary study of using high-speed Digital Image Correlation (DIC) to characterize the penetration on geomaterial |
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175 | (4) |
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Validation of a mathematical model for evaluating the dynamic shear strength of rock |
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179 | (10) |
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Theoretical study and numerical modelling |
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Sensitivity analysis of block stability under seismic loading |
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189 | (6) |
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Numerical study on the strain-rate sensitivity of rock: Meso-mechanical approach |
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195 | (6) |
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Study of the deformation property of rock under cyclic loading based on the sub-loading surface theory |
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201 | (6) |
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General invariant representations of several kinematical identities |
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207 | (6) |
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Numerical simulations on failure and stress wave propagation in solid materials using a 3D lattice spring model |
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213 | (6) |
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Analysis of elastic wave attenuation in different rock samples |
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219 | (6) |
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Application of Dominant Crack Algorithm (DCA) to dynamic tensile failure of rocks |
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225 | (8) |
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Dynamic rock slope stability analysis using UDEC software |
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233 | (6) |
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DEM analysis of the effect of discontinuities on coal mass brittleness |
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239 | (6) |
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Analysis of rock failure under dynamic loading based on a micromechanical damage model |
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245 | (6) |
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A dynamic stress state analysis at the pressure tunnel of upper Tamakoshi HPP, Nepal |
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251 | (8) |
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A study on the dynamic feedback characteristics of slip body during sliding |
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259 | (6) |
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Research on the dynamic behaviour of rock material: Rate dependency and pulverization |
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265 | (8) |
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Rockburst and dynamic rock support |
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Dynamic buckling mechanism of pillar rockbursts induced by stress waves |
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273 | (8) |
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Strain and energy parameters of burst-prone rocks: Study and analysis |
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281 | (4) |
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Determination of the specific rock failure energy at various structural-scale levels |
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285 | (6) |
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Large scale destress blasting in roof rocks for rockburst control |
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291 | (8) |
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A numerical study of spalling under different dynamic loads using PNMM |
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299 | (6) |
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Rockbursts characteristics on twin TBM tunnels in the lower Himalayas |
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305 | (6) |
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Study on the influence of aircraft load on the tunnel under airport runway |
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311 | (6) |
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Effects of the joint density and joint dip angle on the fracture energy in coal mass |
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317 | (6) |
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Rock energy evolution under triaxial cyclic loading-unloading compression |
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323 | (6) |
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Towards improved design of rock reinforcement systems in burst-prone rock masses |
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329 | (8) |
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Study on the interaction between shock waves and non-uniform stresses in the rock mass |
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337 | (6) |
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Rock fracturing related to strain burst in quartzite rock mass |
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343 | (6) |
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The development and optimization of face-perpendicular preconditioning technique for development ends |
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349 | (6) |
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Practice of face-perpendicular preconditioning for safe remnant extraction |
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355 | (6) |
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Behaviour of full grouted rock bolts subjected to repeated dynamic loading |
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361 | (6) |
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Dynamic response of support systems during the excavation of underground openings |
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367 | (6) |
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Increased agility for the research and development of dynamic roof support products |
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373 | (6) |
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Relationship between energy per impulse and dynamic capacity of a rockbolt |
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379 | (6) |
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Mechanical response of fully bonded bolts under cyclic loading |
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385 | (6) |
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Application of the MD bolt in the Fosterville gold mine |
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391 | (6) |
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Dynamic response of rock bolts to blasting vibrations |
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397 | (6) |
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Development of the MDX bolt and in-situ dynamic testing at Telfer Gold Mine |
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403 | (6) |
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Dynamic test of flexi-bolts reinforcement system and its performance in hard rock underground mining |
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409 | (8) |
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Garford Hybrid Dynamic bolt reinforcement system on trial in deep level gold mines of South Africa |
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417 | (8) |
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The need for additional dynamic testing methods for ground support elements |
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425 | (8) |
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Monitoring pillar behaviour while driving towards a shear zone in highly stressed ground at Vale's Creighton mine |
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433 | (10) |
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Seismicity and seismic monitoring in underground excavations |
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A case study of mining induced seismicity in a weak rock mine at Barrick Goldstrike in Nevada |
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443 | (6) |
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Seismic response of shallow buried rock tunnel: Shaking table test and numerical simulation |
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449 | (6) |
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Forecast the deformation of the surrounding rock using MS monitoring |
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455 | (6) |
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Stress evolution and induced seismicity in mining: Lab test, observation and modeling |
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461 | (8) |
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Monitoring of mining-induced seismicity in the Khibiny rock massif |
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469 | (6) |
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A numerical modeling methodology for assessing rock failure stabilities |
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475 | (6) |
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Microseismic monitoring in twin TBM tunnels in the lower Himalayas |
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481 | (6) |
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Comparison of microseismic monitoring and actual rockbursts in twin TBM tunnels in the Lower Himalayas |
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487 | (6) |
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Rock burst prediction and case analysis based on seismic monitoring in tunneling |
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493 | (8) |
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Seismic characteristics of field measurements and numerical analyses of an underground quarry in Oya |
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501 | (8) |
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Multi-factor pattern recognition method of rockburst in coal mines |
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509 | (10) |
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Earthquake-induced damages to engineering structures |
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Some considerations on the stability and design of underground structures during earthquakes |
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519 | (6) |
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Damage to rock engineering structures induced by the 2016 Kumamoto earthquakes |
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525 | (8) |
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Dynamic response and stability of some historical masonry structures subjected to ground shaking |
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533 | (8) |
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Simulation of strong motions and surface rupture of the 2014 Northern Nagano Earthquake |
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541 | (8) |
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Dynamic stability of rock slopes and the effect of reinforcement against planar sliding |
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549 | (8) |
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Seismic response of a tunnel embedded in compacted sand through large-scale shake table testing |
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557 | (6) |
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Stick-slip behavior of rock discontinuities by difference in rock types |
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563 | (6) |
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Experimental study on seismic stability of foundation rocks under critical facilities |
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569 | (6) |
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Status of rock dynamics study in horonobe underground research laboratory, Japan |
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575 | (6) |
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Dynamic response of a shallow tunnel with imperfect interface in anisotropic medium |
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581 | (8) |
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Design and performance of the foundation of the tsunami protection wall at the Hamaoka Nuclear Power Station |
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589 | (8) |
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Collapse experiment and numerical simulation of a slope under strong earthquake |
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597 | (8) |
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Blasting |
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A case study of determining the safety threshold of blasting vibration for tunnel lining |
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605 | (6) |
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Application of a new mining method to slightly inclined thin orebodies at depth |
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611 | (6) |
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Assessment of the damage of precise delay blasting in a metro tunnel to building structures |
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617 | (6) |
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An experimental investigation on dynamic responses of granite blocks under blast loading |
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623 | (6) |
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A case study on one shot raise driving using multi-spherical charges in an open pit mine |
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629 | (8) |
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Other relevant topics |
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The effect of water saturation on P-wave velocity for igneous rocks |
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637 | (4) |
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Estimation of the strength of Konya pyroclastic rocks from P-wave velocity |
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641 | (4) |
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Experimental protocol for stress corrosion cracking for full-size cable bolts |
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645 | (6) |
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Shear behavior and acoustic emission characteristics of regular dentate joints |
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651 | (6) |
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Simple rock cutting testing |
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657 | (6) |
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Tensile failure analysis of double-cracked flat mortar specimens |
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663 | (6) |
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Support mechanism of 4D force-transferring block set |
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669 | (6) |
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Evaluation of in-stope pillar failure: A case study of deep to ultra-deep level gold mining in South Africa |
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675 | (6) |
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The performance of mechanical anchors in South African mechanized deep level gold mining |
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681 | (8) |
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An experimental study on mechanical behavior of joint specimens |
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689 | (6) |
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Case studies related to real time geotechnical monitoring systems for an open pit coal mine in Western Canada |
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695 | (6) |
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Author index |
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701 | |