Geoecology and Computers
, by Yufin,Sergey A.Note: Supplemental materials are not guaranteed with Rental or Used book purchases.
- ISBN: 9789058090843 | 9058090841
- Cover: Hardcover
- Copyright: 1/1/2000
This volume presents technical papers devoted to development and practical use of computer methods in geotechnical and geoenviromental engineering. It covers issues on space use and construction, soil and rock mechanics, and mining applications am...
Preface | p. XI |
Organization | p. XIII |
Welcome addresses | p. XV |
Keynote lectures | |
Hydrological information in environmental impact assessment and other projects | p. 3 |
Application of discontinuum modeling in geotechnical studies for nuclear waste isolation | p. 15 |
Numeric methods and method comparison to the ground water modeling of the infiltration of surface water | p. 29 |
Ecological education and modern information systems | p. 35 |
Application of computer modeling to nuclear waste repository design | p. 39 |
On the modelling of in-plane interaction of ice and stationary structures: A review | p. 43 |
Planning, design and management of future underground space use | p. 57 |
Modeling the processes of the construction life cycles on the basis of CALS-technologies | p. 61 |
Estimation of rock mass boundary conditions using a Bayesian approach -- Application to the URL, Canada | p. 67 |
The tunnels of the highspeed railway line from Cologne to Frankfurt | p. 73 |
Fracture mechanics as a tool for design of structures in rock | p. 83 |
Recent advances in geotechnical engineering software | p. 95 |
Underground space use and construction | |
Design of under-river tunnel multi-layer linings | p. 109 |
Repowering of the Miranda hydroelectric project - Numerical investigations for the analysis of the new underground structures | p. 113 |
Expert's systems for mapping of St. Petersburg underground space | p. 121 |
Prediction of ground movement due to shield tunneling | p. 127 |
Design of circular cross-section tunnel lining for dynamic loads | p. 133 |
Geomechanical problems of urban underground construction | p. 137 |
Discontinuum analysis and support design of road tunnels - A case study | p. 141 |
Numerical investigations for the analysis of a large underground station of Lisbon Metro | p. 151 |
Numerical methods for soil and rock mechanics | |
Estimation of soil deformation modulus associated with BEM modeling of cone impression | p. 159 |
Mathematical software designed for deformation control of engineering structures | p. 165 |
The all-up prognosis of bearing capacity and settling of stuffed piles | p. 169 |
The defects confluence theory for the description of rock destruction process | p. 175 |
Dilatancy law -- Implementation for design of foundations | p. 179 |
A simplified methodology for the stability analysis of rock slopes with non-persistent discontinuity systems | p. 185 |
Back analysis in the interpretation of concrete dam foundation behavior | p. 191 |
Mathematical modelling of collapse of big volume mountainous landslide masses | p. 199 |
Three dimensional hexahedron mesh generation for rock engineering | p. 203 |
On the influence of strain softening in the numerical analysis of geotechnical problems | p. 207 |
Modeling of rock debris sliding down a slope | p. 215 |
Computer modeling of structurally heterogeneous hard rock in geomechanics | p. 219 |
Some experiments in 3D numerical limit analysis (NLA) | p. 223 |
Computer version of FEM for design of pile structures in soils | p. 229 |
Seepage forces in geotechnical calculations | p. 233 |
Database 'Information card' for analogues of railway embankments | p. 237 |
Solving problems of stressed states of a mass having block structure | p. 241 |
Express evaluation of slope stability for landslide-hazard zoning | p. 245 |
Computerized method of CPT data processing for a raft foundation calculation | p. 251 |
Calculation of combined effect of vertical and lateral loads of piles with a variable section by a finite element method | p. 255 |
The spatial contact problem concerning punch in a hollow | p. 261 |
Integrated software for numerical modeling of geomechanical problems | p. 267 |
Software packages for automation of environmental monitoring and experimental data processing | p. 273 |
Classifying rock masses using artificial neural networks | p. 279 |
A model of system with random parameters for dynamic soil-structure interaction | p. 285 |
Solution of the permafrost engineering problems with use of computer technologies | p. 291 |
Computer simulation for geotechnical engineering | p. 295 |
Refined methods of analysis of complicated foundation plates with varying thickness | p. 299 |
Numerical modelling of soft soils using the Modified Cam-Clay and Melanie models | p. 303 |
Informational support system for diagnosis and prediction of dam's behaviour | p. 309 |
Application of the modified Cam-Clay model to a residual soil | p. 315 |
Prediction of the settlement of the railway dam at the tunnel construction | p. 321 |
Computerized calculation of pile load capacity and the geological sections plotting | p. 323 |
Use of numerical modeling in retaining wall design | p. 327 |
A random model for rock joint normal stiffness | p. 333 |
Methodology of an adequate choice of input parameters for a 3-D geomechanical model | p. 339 |
A simplified method of operations with the random values in the geotechnical problems | p. 345 |
Applicability of 'COSMOS/M' program complex for soil basement computation | p. 347 |
Record-keeping automatization of foundations footings failures | p. 353 |
Numerical modelling in geotechnical practice | p. 357 |
Simplified subsoil models in solution of combined subsoil-superstructure calculation problems | p. 363 |
Object-oriented approach in programming of finite element method | p. 367 |
The program for slope stability analysis by engineering methods | p. 373 |
AE signal computer processing at the gas storage cavern development | p. 377 |
The mathematical modelling of mechanical properties of joints in the rock mass by means of a special contact element | p. 383 |
Dynamic problems | |
Change of dynamic properties of piles with accumulated damage | p. 391 |
Numerical modelling of 'Dam-Foundation-Reservoir' system for earthquakes | p. 395 |
The fast dynamic prediction of excavation engineering | p. 401 |
Features of AE kinetics simulation in cyclically loaded rocks | p. 407 |
Applying of a super cell method for the spatial underground structures dynamic calculation | p. 411 |
Simulation of reinforced brick structires at seismic excitation | p. 415 |
Application of wave equation for interpretation of dynamic penetration tests | p. 417 |
Mining applications | |
Application of the discrete element method in the research of the surface movement induced by underground mining | p. 425 |
The Eurasia lithospheric plate horizontal tectonic stresses modelling | p. 431 |
Analysis of subsidence behaviour using discontinuum models for underground coal excavations | p. 437 |
Mine engineering monitoring at Kuzbass callieries | p. 445 |
Novel approach to optimise the dimensions of pillars in underground hard rock mine | p. 451 |
Mine surveying-geomechanical information system | p. 461 |
Computer modeling of rock mass state at geomechanic monitoring | p. 465 |
Hydrology, hydrogeology and groundwater | |
Monitoring of hydrological parameters and their use in environmental protection | p. 473 |
A finite element numerical analysis for a fluid-solid coupling flow in a deforming porous medium | p. 477 |
DATAN - An MS Excel based tool for estimating design values in hydrology | p. 483 |
Optimisation of the Chemoga-Yeda-Sens hydropower scheme, Ethiopia | p. 489 |
Contaminant transport modeling in multi-porosity fractured systems using a multi-continuum approach | p. 497 |
Large scale groundwater modelling and calibration | p. 503 |
On mathematical modelling and numerical resolution of pollution diffusing in rivers | p. 509 |
Dam safety assessment using long-term hydrological modelling techniques | p. 513 |
Use of computer models as an aid to decision-making for the rehabilitation of old waste deposits with the permeable-wall technology | p. 519 |
FE approach to coupled transient flow and stability analysis of antiflood embankments | p. 527 |
Simulating unsaturated flow using the multi-continuum approach | p. 533 |
Author index | p. 539 |
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