- ISBN: 9789026518515 | 902651851X
- Cover: Hardcover
- Copyright: 1/1/2001
| Preface | p. XV |
| Organization | p. XVI |
| Invited Papers | |
| New progress and sustainable development of rock mechanics and engineering in China | p. 3 |
| Monte Carlo method for locating and evaluating 3D critical slope slip based on GIS database | p. 17 |
| The design and construction of underground space in Korea | p. 23 |
| Theory and examples of three dimensional discontinuous deformation analyses | p. 27 |
| Environmental aspects of underground construction and exploration for underground structures | p. 33 |
| Osterfeld tunnel, advancing vault excavation with closed invert in rock mass with high horizontal stresses | p. 39 |
| Practice and experimental verification of TGP's permanent ship lock slope | p. 47 |
| Rock Mechanics Testing and Characterization | |
| Effect of loading path on supporting capacity and deformation property of specimen | p. 55 |
| Factors influencing the origin of the acoustic emission in rock samples in uniaxial stress conditions | p. 61 |
| Real-time CT monitoring of Meso-damage propagation law of sandstone | p. 65 |
| Difference of rock elastic parameters under static and dynamic loading | p. 69 |
| Particle distribution of debris in uniaxial compression test | p. 73 |
| Dynamic tests on Bukit Timah granite using the split Hopkinson pressure bar | p. 77 |
| Response of rock mass interface to impulsive loads induced by blasting | p. 81 |
| Uniaxial compression tests on granite and its complete stress-strain relationship at high strain rates | p. 85 |
| The experiment investigation of the correlation of acoustic logging and rock mechanical and engineering characteristics | p. 89 |
| Experimental studies on mechanical properties of rock material under dynamic compression | p. 93 |
| A large diameter split Hopkinson pressure bar for testing rocks | p. 97 |
| Experimental investigation of rock fracture properties under impact load | p. 101 |
| A study on mechanical characteristics of the unloading rock mass | p. 105 |
| Dynamic and static moduli of limestone rock from Saudi Arabia | p. 109 |
| Evolution of acoustic emission in rock failure under different confining pressure | p. 115 |
| Mechanical properties of TGP granite in dependence on temperature and time | p. 119 |
| The theoretical and experimental study on deformation localization of rock | p. 123 |
| Properties of soft rocks with particular reference to Indonesian mining conditions | p. 129 |
| Experimental studies of strain gradient of a marble | p. 133 |
| Studies of post-peak failure properties of sandstones | p. 137 |
| A three-dimensional analytic solution for the Brazilian test | p. 141 |
| Wave propagation and mechanism of aided flow by vibration in granular flowing field | p. 145 |
| Development of simultaneously measured system for P/S wave and electric resistivity of rock specimens and its application | p. 149 |
| Reflection and transmission of elastic waves at the interface of two transversely isotropic liquid-saturated porous media | p. 153 |
| Study of fracture mode under different loading conditions | p. 157 |
| A study of dynamic tensile strength and fracture toughness using impact test | p. 161 |
| Mechanism of pure shear (Mode II) fracture of brittle rock | p. 165 |
| Fracture toughness vs. tensile strength for reservoir rocks from Saudi Arabia | p. 169 |
| Experimental study on creep and I-II mixed model of granite fracture | p. 173 |
| Distributions of strength and creep failure time of Inada granite under confining pressure | p. 177 |
| Changes of permeability of coal in the process of deformation | p. 181 |
| A study of hydro mechanical behaviors of rock joints using torsional shearing system | p. 185 |
| Double mechanical effects of flow through fracture network in rock mass on fracture walls | p. 189 |
| Time-dependent closure and permeability of a hydraulic fracture under constant normal stress | p. 193 |
| Effects of loading rate on fracture normal behavior | p. 197 |
| Hydrostatic and non-hydrostatic compressive stresses-induced permeability change in Kimachi sandstone | p. 201 |
| The fractal characteristics of micro-cracks in rock under uniaxial compression | p. 205 |
| Scale effects in hollow cylinder tests | p. 209 |
| Fractals of saturated granules and its self-organized criticality of vibrating liquefaction | p. 213 |
| An experimental study on the mechanical behavior of rough rock joint under cyclic shear loading | p. 217 |
| Fractal study on cracking mechanism of fissured coal mass by abutment pressure | p. 221 |
| Anisotropic mechanical characteristics of soft rock subjected to folding action | p. 225 |
| Laboratory plate loading tests using artificial soft rocks | p. 231 |
| In-situ stress determination at great depth by acoustic emission technique for inclined core | p. 235 |
| A laboratory study of bond failure mechanism in deformed rock bolts using a modified Hoek cell | p. 239 |
| Design of a large biaxial testing frame | p. 243 |
| Shear behaviour of rock joints under constant normal stiffness conditions | p. 247 |
| Stability analyses of underground openings using a multiaxial failure criterion with scale effects | p. 251 |
| Preliminary results of direct shear testing of large scale, jointed, soft rock masses | p. 257 |
| Physical, Numerical Modeling and Monitoring Systems in Rock Engineering | |
| An energy-based anisotropic damage model and its engineering application | p. 263 |
| The nonlinear rheology damage theory of rocks | p. 267 |
| A numerical investigation on the failure of a large scale rock slope failure | p. 271 |
| An application of 3D fracture-damage model to stability analysis of an underground workhouse | p. 275 |
| Numerical simulation method for arch dam stability-evaluation | p. 279 |
| Coupled modeling for tunnel face stability | p. 283 |
| Mathematical simulant study of coupled multi-phase fluid flow and solid-rock after hydraulic fracture of oil reservoir | p. 287 |
| The validation of convergence-confinement method estimated from the Finite Element analysis | p. 291 |
| Dynamic interaction between rocks and an embedded structure with frictional contact interface--BEM analysis | p. 295 |
| Two-phase model for the investigation of micro-fracture mechanism of brittle rock under uniaxial compression | p. 299 |
| Numerical investigation on the failure process of Hong Kong granite | p. 303 |
| Study of models of stability reliability for surrounding-rock in underground roadway | p. 307 |
| Homogenization of mechanical properties of fractured rocks using DEM modeling | p. 311 |
| Studies for models of the seepage due to multiphase fluid in crack-damaged rock mass | p. 315 |
| Simulation of water flow in fractured rock mass due to surface infiltration and engineering application | p. 321 |
| Failure behavior of slope controlled with local weaken structures | p. 325 |
| A numerical modeling on the shear behavior of the rock joint with consideration of a discrete joint finite element | p. 329 |
| An effective computational constitutive model for geo-materials in the structures with strain softening and interfaces | p. 333 |
| Numerical computation model and analysis of shallow tunnels pre-reinforced with surface mortar-bolts | p. 337 |
| UDEC Modeling on rock tunnel excavation and supports | p. 341 |
| Simulation of coal-bed methane and water two-phase fluid-solid coupling flow | p. 347 |
| Energy damage model of jointed rock mass with joint closing and friction considered and its application | p. 351 |
| Considerations on the computer simulation of direct shear tests on fractured media through a Cosserat continuum | p. 355 |
| Numerical increment Manifold Method of damage for rock mass | p. 361 |
| Parallel computing methods in geo-technical engineering | p. 365 |
| Boit's effective stress coefficient evaluation: static and dynamic approaches | p. 369 |
| A study on the method of mean trace length estimation in sampling window | p. 373 |
| Optimization of replacement scheme of soft rock mass at large cavern group using evolutionary Finite Element Method | p. 377 |
| Numerical investigation of effects of underground chamber geometry and loading density on blasting-induced stress wave propagation in anisotropic rock mass | p. 381 |
| An analysis of the effects of sandstone channel in the roof on long wall face stability using Finite Element modeling | p. 385 |
| The application of the Wilson non-conforming element in Numerical Manifold Method | p. 393 |
| Rock Mechanics and Rock Engineering Related to Resources, Environment and Sustainable Development | |
| Rock mechanics problems related to underground gas storage in rock caverns | p. 399 |
| Considerations in thermal behavior of rock mass around openings due to storage of heated water | p. 405 |
| Reliving forecasting theory to the "key position" of a huge ancient landslide body | p. 409 |
| Deterioration phenomena and conservation methods of stone Buddha images in Japan | p. 413 |
| Behaviors of underground cavern in the storage of low temperature materials | p. 417 |
| The monitoring for the effect of pipe jacking on another closer tunnel | p. 419 |
| Estimation of thrust in the construction of underground pipeline systems in a curved area using slurry pipe-jacking | p. 423 |
| Sensitivity analysis of tunnel stability for an underground high-level nuclear waste repository | p. 427 |
| Slope analysis and design in a lake tunnel project | p. 431 |
| Numerical analysis on coupled thermo-mechanical behavior of rock mass around underground nuclear waste repository | p. 435 |
| Prediction of rock mass deformation of the middle-isolation piers of permanent ship lock in the Three Gorges Project on Yangtze river | p. 439 |
| Prediction study of rock burst during deep mining excavation in a Chinese gold mine | p. 443 |
| Analysis of the property of the rock burst of Dongguashan Mine | p. 447 |
| Models of groundwater flow and radio nuclides-transport in fractured rock and their solutions | p. 451 |
| Artificial Intelligence, Information Systems and Non-Linear Dynamics in Rock Mechanics and Rock Engineering | |
| Discovering rock mechanical knowledge using auto-extracting methods | p. 459 |
| Nondestructive evaluation of rock material instability | p. 463 |
| Parameter identification procedure of initial stress field parameters in rock masses based on genetic algorithm | p. 467 |
| Inverse problems and neural network approach in modeling the constitutive relations of rock and soil | p. 471 |
| Stability assessment of tertiary stratified slope by using GIS and stereo-net | p. 475 |
| GIS raster digitized method with face element to predict mining subsidence | p. 479 |
| A concept for prediction of mine-induced seismicity | p. 483 |
| Visual parallel computing in intelligent rock and soil mechanics | p. 487 |
| Nonlinear dynamic model of slope deformation and its application | p. 491 |
| Numerical simulation of shear process about in-situ rock masses by using geographic information system | p. 495 |
| New Design and Construction Methods and Case Histories of Major Projects | |
| Stability study of a narrow pillar at Karun III hydroelectric power plant caverns | p. 501 |
| A study on deformability of the dividing-pier rock mass of ship-locks | p. 505 |
| Effect of foundation replacement on improving the shear resistance of soft rock foundation | p. 509 |
| An optimization of the contour blasting method during the excavation of the rock slope at the Three Gorges Project | p. 515 |
| The stability analysis and temporary support design of Gaveshan Dam diversion tunnel | p. 519 |
| Study of new technology of grouting and groundwater drainage | p. 523 |
| Analysis of fault effects on the stability of large underground caverns | p. 529 |
| A calculation method for composite lining in NATM | p. 533 |
| Analysis of whole construction process of NATM tunnel by 3D FEM | p. 537 |
| Estimation of design guideline for lining and unlining of water pressure tunnel | p. 543 |
| Optimal design of rock tunnel arch | p. 547 |
| A new practice of NATM in construction of a railway tunnel | p. 553 |
| The stability analysis of tunnels driven in jointed rock masses of Jahrom formation | p. 557 |
| Study of evaluation system of highway tunnel surrounding rock quality | p. 561 |
| Effective use of back analysis in tunnel design | p. 565 |
| Stability of Fengdian high cutting slope along the expressway from Chengdu to Nanchong | p. 569 |
| Analysis of the blasting vibration effect for continuous-double-arch tunnel | p. 573 |
| A new theory for reinforcing roof by gridding bolt set and its applications | p. 577 |
| Reinforcement of saline rock mass on the example of the salt mine Wieliczka | p. 581 |
| Discussion on the safety criterion of blasting vibration | p. 585 |
| Design of optimum dip in Angouran open cast mine | p. 589 |
| Deformation of drift in soft rock driven by blasting and its supporting design | p. 593 |
| Effect of blast-vibration on the strength of curing lining concrete | p. 597 |
| Analysis method of stability probability for underground engineering in platy structure rock-mass | p. 601 |
| Suggestion of an advanced grouting effects evaluation method | p. 605 |
| Reliability analysis of stability of underground openings in fractured rock mass in Jinchuan Nickel Mine | p. 609 |
| A general cause of scale effects in rock masses | p. 613 |
| A new approach for geological surveying of exposed rock faces | p. 619 |
| System design method of grouting engineering in fractured rock mass | p. 623 |
| Field measurement and grading of surface topography of rock structure faces | p. 627 |
| Correlation of rock mass classification methods in Korean rock mass | p. 631 |
| Investigation and design of dispersed cartridge blasting | p. 635 |
| Prompt report of proof testing of CRIEPI in-situ triaxial test method on rock mass | p. 639 |
| Damage of rock core due to tensile stresses during boring under in-situ stresses and its relation to DSCA | p. 643 |
| Discussions on bolt-supporting and Earth-Nail-Wall for ground excavation works | p. 649 |
| A study on construction technique of multi-tunneling project at shallow depth under conditions of friable and watery strata | p. 653 |
| A new conception of the determination of integrity of the pile by dynamic test | p. 659 |
| Stability analysis of slope comprising soil and rock mass | p. 663 |
| Optimization of rock slope stability analysis | p. 667 |
| Three-dimensional analysis of rock displacement by a digital photogrammetric system | p. 671 |
| Mechanisms of deformation and instability of bank slope of reservoir | p. 675 |
| Effect of the construction of a Lisbon Metro Tunnel in old railway tunnel | p. 679 |
| Authors index | p. 685 |
| Table of Contents provided by Syndetics. All Rights Reserved. |
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