G. Swoboda

Numerical Methods in Geomechanics Volume 1

• Gebundenes Buch

Produktbeschreibung

This book is based on the papers presented at the 6th International Conference on Numerical Methods in Geomechanics in Innsbruck from 11-15 April 1988. It presents a derivation of an analytical method in due consideration of mechanical interaction between groundwater and surrounding ground.

Produktdetails

• Verlag: Taylor & Francis Ltd (Sales)
• Revised edition
• Seitenzahl: 716
• Erscheinungstermin: 1. Januar 1988
• Englisch
• Abmessung: 254mm x 178mm x 38mm
• Gewicht: 1447g
• ISBN-13: 9789061918103
• ISBN-10: 9061918103
• Artikelnr.: 57042624

Autorenporträt

G. Swoboda

Inhaltsangabe

Main lectures; 1: Behavior and simulation of soil tunnel with thin cover;
2: Progress in BEM applications in geomechanics via examples; 3:
Application of analytic and semi-analytic techniques to geotechnical
analysis; 4: Incrementally multi-linear and non-linear constitutive
relations: A comparative study for practical use; 5: Unified approach for
constitutive modelling for geologic materials and discontinuities; 6:
Dynamic nonlinear hysteretic effective stress analysis in geotechnical
engineering; 7: Some numerical techniques for free-surface seepage
analysis; 8: Numerical methods versus statistical safety in geomechanics;
9: Simulation of hydraulic fracture in poroelastic rock; 10: A modelling of
jointed rock mass; 11: Some recent developments in interactive computer
graphics for 3-D nonlinear geotechnical FEM analysis; 12: Static and
dynamic approaches to rock burst phenomena; 13: Two 'Class A' predictions
of offshore foundation performance; 14: Numerical modelling of tunnel
blasting; 15: Stability and bifurcation in geomechanics; 16: Simple models
for soil behaviour and applications to problems of soil liquefaction; 1:
Numerical techniques and programming; 17: Experiences with the analysis of
geotechnical problems solved by the FEM using different equation solvers on
several computers; 18: Some computational experiences of a geomechanical
benchmark in rock salt; 19: Improved algorithm for non-linear analysis by
the finite element method; 20: A unified approach to the analysis of
saturated-unsaturated elastoplastic porous media; 21: Uni-axial wave
propagation through fluid-saturated elastic soil layer; 22: Formulations
and a methodology for computing the response of unsaturated soils to
changes in temperature; 23: Several aspects of formation of structures of
computer programs, selection and algorithmization of medium models in
geomechanics; 24: A boundary integral code based on a variational
formulation; 25: The use of Lees' algorithm in the analysis of some ground
heat and mass transfer problems; 26: Hybrid finite element model utilized
for fracture of concrete beams on elastic foundations; 27: Limit analysis
of plane problems in soil mechanics; 28: Displacement discontinuities and
interactive graphics for three-dimensional, hydraulic fracturing
simulators; 29: Stress analysis of large structures in hydraulic
engineering by weighted residuals method; 30: An automatic soil parameters
identification software; 2: Constitutive laws of geotechnical materials;
31: Generalized constitutive equations of saturated sand; 32: A cyclic
viscoplastic constitutive model for clay; 33: Coupled elasto-plastic
deformation-flow finite element analysis using imaginary viscosity
procedure; 34: Strength behavior of granular materials using discrete
numerical modelling; 35: A complete constitutive law for soil structure
interfaces; 36: Numerical investigations on discharging silos; 37: A
generalization of Hvorslev's equivalent stress; 38: Incremental theory of
elasticity and plasticity under cyclic loading; 39: Numerical simulation of
the behaviour of saturated sand; 40: A constitutive model of soils for
evaluating principal stress rotation; 41: Assessment of a new class of
implicit integration schemes for a cone-cap plasticity model; 42: Model and
parameters for the elastic behaviour of soils; 43: Discontinuous numerical
model for partially saturated soils at low saturation; 44: Modelling the
development of rupture surfaces using displacement-type finite element
methods; 45: Constitutive subroutine to simulate alternating loading of
granular materials; 46: Constitutive equation of tertiary sedimentary
mudstone considering strain hardening and strain softening; 47: Theoretical
evaluation of the frictional damping of rocks; 48: Analysis of the cone
penetration test by the strain path method; 49: Constitutive laws including
kinematic hardening for clay with pore water pressure and for sand; 50: An
anisotropic hardening model for the mechanical behaviour of clay; 51:
Three-dimensional shearing deformation of sand; 52: Model of sand behaviour
towards shearing and compressibility in three-dimensional conditions of
stress and strain; 53: Elasto-plastic anisotropic hardening model for sand
in a wide stress region; 54: Cap parameters for clayey soils; 55: A
constitutive model with two yield surfaces for soils; 56: Verification of
elasto-viscoplastic model of normally consolidated clays in undrained
creep; 57: A solution method for continua with continuously varying
stiffnesses; 58: Mathematically consistent formulation of elastoplastic
constitutive equations; 59: On errors involved in the
experimental-numerical investigation in triaxial compression tests; 60:
Non-associated flow rules in computational plasticity; 61: Constitutive
relations with general Masing rule under multi-dimensional stress
condition; 62: Some constitutive laws for creeping soil and for
rate-dependent sliding at interfaces; 63: Model with multiple mechanisms
for anisotropic behaviours of sands; 64: On the constitutive equations of
the chalk; 65: Mathematical modelling and prognose dimensions of karst
sinkholes in multilayered soil bases of buildings and structures; 66: A
model for predicting the viscoplastic stress-strain behaviour of clay in
three-dimensional stresses; 67: Effect of soil strength on numerical
simulation; 68: Constitutive models constrained by the entropy maximum
principle; 69: Geomechanical applications of fully coupled, transient
thermoelasticity; 3: 3 Flow and consolidation; 70: Numerical analysis of
soil stability around deep wellbores; 71: Numerical investigation of
hydraulic fracturing in clays; 72: Consolidation analysis of soils by
elasto-plastic constitutive models; 73: Deformation of a sedimentary
overburden on a slowly creeping substratum; 74: Evaluation of a
quasi-dynamic algorithm for soil consolidation problems; 75: Consolidation
of layered soils under time-dependent loading; 76: Constitutive modelling
for anisotropically overconsolidated clay; 77: Pore pressure built up as a
result of wave action; 78: Modelling thermal, three-dimensional,
three-phase flow in a deforming soil; 79: Finite difference analysis of
consolidation by vertical drains with well resistance; 80: Interpretation
of concrete top base foundation behaviour on soft ground by coupled stress
flow finite element analysis; 81: On the determination of the matrix of
permeability for partially saturated finite elements; 82: Imperfect
underground barriers under transient seepage conditions; 83: Prediction of
consolidation of elastoplastic subsoils; 84: Effects of test procedure on
constant rate of strain pressuremeter tests in clay; 85: Analytical
procedure for evaluating pore-water pressure and deformation of saturated
clay ground subjected to traffic loads; 86: Partial-drained behaviour of
clay under cyclic loading; 87: Consolidation settlements of interacting
structural foundations; 88: Undrained Bearing Capacity of Anisotropically
Consolidated Clay; 89: Three-dimensional bearing capacity analysis of clays
under partially drained condition; 90: The effect of anisotropy on
consolidation in a soil layer; 91: Flow analysis of clay layer due to berth
construction