Preface |
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xi | |
Committees |
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xiii | |
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Keynotes Modelling of deep mining induced seismicity for hazard estimation |
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3 | (10) |
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Induced seismicity in the development of EGS---benefits and drawbacks |
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13 | (12) |
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Dynamic behavior of NPR bolt and its application to rock burst control |
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25 | (12) |
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Dynamics of impact watering |
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37 | (12) |
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Analysis of nonlinear spherical wave propagation for concretes |
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49 | (8) |
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Determination of dynamic property of rock joints based on SHPB tests |
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57 | (12) |
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Fracture specific stiffness as the critical link among fracture properties |
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69 | (10) |
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The effect of true-triaxial stress path on induced fracturing in anisotropic gneiss |
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79 | (14) |
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Experimental techniques and laboratory testing High strain rate response of Himalayan quartzitic gneiss by using split Hopkinson pressure bar device |
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93 | (6) |
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Overview of geological materials research at the Cavendish Laboratory |
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99 | (6) |
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Study of rock inhomogeneity with ultrasonic tomography using concrete block and limestone block at laboratory scale |
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105 | (6) |
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A laboratory crushing apparatus for understanding dynamic rock fragmentation |
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111 | (6) |
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Laboratory observation on the seismic response of the filled joint under high amplitude stress waves |
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117 | (6) |
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A trial of 3D printing on rock dynamics |
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123 | (6) |
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Experimental study on dynamic response of rock masses with different joint matching coefficients |
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129 | (6) |
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Research on mechanical properties of gneissic granite under real-time temperature |
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135 | (8) |
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Research on the static and dynamic properties of the granite in Xinjiang Province Tianhu Area for the geological disposal of the high level radioactive waste |
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143 | (8) |
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Determination of the dynamic shear strength of granite under confined pressure |
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151 | (6) |
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Strain localization in rocks under uniaxial compression and direct tension |
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157 | (6) |
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Behaviour of underground structures in soft rocks under different strain rate and litho-static pressure |
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163 | (8) |
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Petrophysical and engineering behavior of oil shale from Assam, India |
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171 | (8) |
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Experimental study on stress wave propagation across joints with different joint matching coefficients |
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179 | (6) |
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Effect of loading rate on mechanical properties of anisotropic sandstone under compressive loading |
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185 | (6) |
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Mechanical behavior of artificial rock contained single plane of weakness under impact loads |
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191 | (6) |
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An experimental study of dynamic tensile failure of rocks subjected to hydrostatic confinement |
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197 | (6) |
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Dynamically induced gouge degradation and implications for fault instability |
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203 | (6) |
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Measurement of dynamic surface sliding of cement joint by Hopkinson bundle bars |
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209 | (6) |
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Dependence of dynamic tensile strength and fracture toughness of Longyou sandstone on heat-treatment temperature and loading rate |
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215 | (6) |
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Experimental research on rockburst tendency and acoustic emission characteristics of coal under different gas pressures |
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221 | (6) |
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Shear strength and Hugoniot Elastic Limit (HEL) of rock materials under shock loading |
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227 | (6) |
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Anti-seismic research for cracked lining structure |
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233 | (6) |
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Full field strain statistics and failure mechanism of granite under dynamic and quasi-static compression |
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239 | (8) |
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Application of 3D printing and micro-CT scan to rock dynamics |
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247 | (6) |
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The effect of strain rate on compressive strength of water saturated sandstone |
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253 | (10) |
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Dynamic theories and numerical modelling Numerical simulation for cylindrical wave transmission across jointed rock masses |
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263 | (6) |
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Adaptive coupling of smooth particle hydrodynamics and finite-element method for rock blasting simulations |
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269 | (6) |
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A parameter-variable creep damage model considering the effects of loading frequency for rock salt and its engineering application in deep storage cavern |
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275 | (8) |
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Indentation fragmentation mechanism of anisotropy shale under dynamic and static loads |
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283 | (6) |
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Relationships between interface stress element method and applied element method |
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289 | (6) |
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Numerical investigation on the effect of fracture filling material on P-wave propagation |
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295 | (6) |
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3D seismic imaging for monitoring rock-mass degradation and excavation damage |
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301 | (8) |
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Numerical modeling investigation on blasting of rock under different earth stresses |
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309 | (6) |
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Classification of mechanisms of induced earthquakes: From a view of rock mechanics |
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315 | (6) |
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From earthquake to aseismic creep: What governs fault slip modes? |
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321 | (6) |
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Calculation of the irreversible deformation region under a large-scale underground explosion based on block hierarchical structure |
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327 | (8) |
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Validation study of the Particle-based Numerical Manifold Method (PNMM) on stress wave propagation |
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335 | (6) |
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Crack initiation and propagation simulation for polycrystalline-based brittle rock utilizing three dimensional distinct element method |
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341 | (8) |
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Study of the failure process in large-sized coal-rock mass under static and dynamic loading by three-dimensional numerical simulation |
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349 | (6) |
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A FEM-based numerical study of responses of underground openings subject to plane, cylindrical, compressive and tensile waves |
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355 | (6) |
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Numerical simulation of sand production in oil well considering particle size effect |
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361 | (8) |
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Study on determining REV of fractured rock masses considering hydro-mechanical effect |
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369 | (6) |
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Dynamic stability analysis of rock slope based on permanent displacement ratio theory |
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375 | (6) |
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Numerical modeling of fracture behaviour of sandy mudstone under impact loading |
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381 | (8) |
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The numerical simulation study on explosive shock response of ship large cabin |
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389 | (8) |
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Engineering applications and case studies The dynamic simulation of ground motion of Lushan earthquake by finite element method |
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397 | (6) |
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Numerical simulation of blasting vibration on high cutting slope |
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403 | (6) |
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Seismic dynamic reliability analysis of bedding rock slopes based on Newmark-β method |
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409 | (8) |
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Microseismic characteristics analysis of fault activation induced by excavation unloading at the left bank underground powerhouse of the Baihetan hydropower station, China |
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417 | (6) |
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The cavity detection method of highway subgrade and the grouting effects contrast |
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423 | (6) |
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The design and implementation of automatic warning system of tunnel monitoring |
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429 | (6) |
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Dynamic loads and design of tunnel supports using rock mass quality |
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435 | (8) |
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A numerical model to determine the best time to start infill drilling in a mature reservoir |
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443 | (8) |
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Seismic monitoring of nuclear power plants in Russia |
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451 | (6) |
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Integrating structural and numerical solutions for road cut slope stability analysis---A case study, India |
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457 | (6) |
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In-situ monitored seismic response of a rock tunnel |
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463 | (6) |
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Numerical simulation of blasting excavation in reconstruction and expansion tunnel |
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469 | (6) |
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Rockburst prevention schemes of coal mines in China |
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475 | (8) |
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Application of microseismic monitoring technology in deep mining |
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483 | (6) |
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New brittleness indices to describe rock failure under compressive load |
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489 | (6) |
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The effect of pre-stress on wave velocity and waveform |
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495 | (8) |
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Low transient strength of hard rocks at spontaneous failure |
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503 | (6) |
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Numerical simulation and analysis of rock heap formation under seismic motion |
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509 | (8) |
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Nondestructive detection and intelligent diagnosis technology of anchorage system |
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517 | (6) |
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Multi-scale characteristics of rockburst under the multi-level stress control |
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523 | (6) |
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Time history analysis method for dynamic fuzzy reliability of bedding rock slope |
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529 | (12) |
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Pseudo-dynamic analysis of stability of layered rock slope subjected to seismic loads |
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541 | (6) |
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Microseismic energy evolution of high rock slop during excavation and after reinforcement |
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547 | (6) |
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Author Index |
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553 | |