Application of numerical methods to geotechnical problems. Proceedings of the 4th European conference on Numerical methods in geotechnical engineering - NUMGE `98, Udine, Italy, October 14--16, 1998
The articles of this volume will be reviewed individually. Indexed articles: \textit{Sagaseta, C.}, On the role of analytical solutions for the evaluation of soil deformation around tunnels, 3-24 [Zbl 1050.74632] \textit{Smith, I. M.}, Parallel coupled analyses in geotechnical engineering, 25-34 [Zbl 1050.74634] \textit{Aalto, A.; Rekonen, R.; Lojander, M.}, The calculations on Haarajoki test embankment with the finite element program PLAXIS 6.31, 37-46 [Zbl 1057.74585] \textit{Al Abram, I.; Dias, D.; Mathieu, P.; Kastner, R.}, Tunnel modelling in analogical soil: comparison of experimental and computational results obtained with a finite difference program, 47-56 [Zbl 1057.74552] \textit{Athanasiu, C.; Guttormsen, T.}, 3-D discrete element analysis of rigid structures resting on nonlinear soil, 57-66 [Zbl 1057.74587] \textit{Bakker, K. J.}, Backanalysis of sheetpile wall test Karlsruhe (1993) applying inverse analysis, 67-76 [Zbl 1057.74619] \textit{Belkhir, S.; Levacher, D.; Hamadeh, W.; Mezazigh, S.}, Numerical simulation of nonlinear behavior of laterally loaded pile, 77-86 [Zbl 1057.74620] \textit{Blom, C. B. M.; Duurland, H. C. W.; Oosterhout, G. P. C.; Jovanovic, P. S.}, Three-dimensional structural analyses and design of segmented tunnel lining at construction stage, 87-96 [Zbl 1057.74556] \textit{Cabella, E.; Passalacqua, R.}, Axially loaded pile. Numerical models vs. experimental data, 97-106 [Zbl 1057.74557] \textit{Cividini, A.; Gioda, G.; Sterpi, D.}, A numerical analysis of some structural and geotechnical problems observed at Vat Phu monument site, 107-120 [Zbl 1057.74558] \textit{Kos, J.}, Nonlinear analysis of axially and laterally loaded bored piles, 121-130 [Zbl 1057.74564] \textit{Madabhushi, S. P. G.; Haigh, S. K.}, Finite element analysis of pile foundations subject to pull-out, 131-140 [Zbl 1057.74600] \textit{McDougall, J. R.; Pyrah, I. C.}, Simulating infiltration and suction evolution in unsaturated soil slopes, 141-150 [Zbl 1057.76607] \textit{Näätänen, A.; Vepsäläinen, P.; Lojander, M.}, Finite element calculations on Haarajoki test embankment, 151-160 [Zbl 1057.74605] \textit{Pierpoint, N. D.; Hird, C. C.}, Some factors affecting the predictions of ground movements around an excavation in stiff clay, 161-170 [Zbl 1057.74567] \textit{Rees, S. W.; Thomas, H. R.; Bernier, F.}, A numerical simulation of a full scale in-situ experiment on the hydromechanical behaviour of a clay based backfill, 171-180 [Zbl 1057.74568] \textit{Riou, Y.; Chambon, P.}, An elastoplastic analysis of 3-D ground movements, 181-190 [Zbl 1057.74569] \textit{Sakai, T.; Erizal; Tanaka, T.}, Particle size effect of anchor problem with granular materials, 191-200 [Zbl 1057.74526] \textit{Semblat, J.-F.; Dangla, P.; Duval, A.-M.}, Seismic site effects on the French Riviera. Analysis by the boundary element method, 201-210 [Zbl 1057.74616] \textit{Vogt, C.; Bonnier, P.; Vermeer, P. A.}, Analyses of NATM-tunnels with 2-D and 3-D finite element method, 211-219 [Zbl 1057.74614] \textit{Andresen, L.; Jostad, H. P.}, Effect of strain-softening in interpretation of laboratory compression tests, 223-232 [Zbl 1057.74501] \textit{Asaoka, A.; Nakano, M.; Noda, T.}, Super loading yield surface concept for the saturated structured soils, 233-242 [Zbl 1057.74553] \textit{Asaoka, A.; Noda, T.; Nakano, M.; Kaneda, K.}, Undrained creep rupture of normally consolidated clay due to bifurcation mode switching during pore water migration, 243-252 [Zbl 0977.74550] \textit{Bagi, K.; Bojtár, I.}, Numerical analysis of higher-order continua in the description of granular assemblies, 253-262 [Zbl 1057.76563] \textit{Baharom, B.; Stallebrass, S. E.}, A constitutive model combining the microscopic and macroscopic behaviour of sands in shear and volumetric deformation, 263-272 [Zbl 1057.74555] \textit{El Yazidi, M.; Hellou, M.; Martinez, J.}, Numerical simulation of flows in porous media using a microstructural model, 273-282 [Zbl 0977.76554] \textit{Freiseder, M. G.; Schweiger, H. F.}, Numerical analysis of deep excavations. Influence of the constitutive model, different strut levels and wall stiffness, 283-292 [Zbl 1057.74561] \textit{Gatmiri, B.; Jenab, B.}, On the effects of parameters in a nonlinear thermo-hydro-mechanical soil model, 293-302 [Zbl 1057.74563] \textit{Gill, D. R.; Lehane, B. M.}, Modelling penetrometer installation using a modified strain path method approach, 303-314 [Zbl 1050.74627] \textit{Jommi, C.; Vaunat, J.}, A note on finite element modelling of unsaturated consolidation problems, 315-326 [Zbl 1057.74596] \textit{Koskela, P.; Ravaska, O.}, Modelling of nonlinear behaviour of a road embankment, 327-336 [Zbl 1057.74565] \textit{Kuklík, P.; Sejnoha, M.; Mares, J.}, Dimensional reduction applied to specific problems of consolidation, 337-346 [Zbl 1057.74566] \textit{Länsivaara, T.; Nordal, S.}, A soil model for the overconsolidated region of clays, 347-356 [Zbl 1050.74629] \textit{Nesnas, K.; Pyrah, I. C.}, A two-dimensional finite element consolidation model for unsaturated soil, 357-366 [Zbl 1057.74607] \textit{Royis, P.; Seignol, J. F.}, Numerical simulation of the thermoviscoplastic behaviour of bituminous concrete, 367-376 [Zbl 1057.74570] \textit{Salzer, K.; Konietzky, H.; Günther, R.-M.}, A new creep law to describe the transient and secondary creep phase, 377-387 [Zbl 1057.74571] \textit{Swoboda, G.; Zaki, M.}, Application of damage mechanics to deep tunnels, 389-399 [Zbl 1050.74662] \textit{Tokashiki, N.; Aydan, Ö.; Kyoya, T.; Sugawara, K.}, A comparative study on the assessment of mechanical properties of porous and heterogeneous rocks by various averaging methods, 401-410 [Zbl 1057.74572] \textit{Asaoka, A.; Noda, T.; Fernando, G. S. K.; Yamada, E.}, Creep-like delayed failure of clay ground after the end of embankment construction, 413-422 [Zbl 1057.74554] \textit{Athanasiu, C.; Bergersen, N.}, A hybrid finite discrete element method for analysis of unpaved roads reinforced by geotextiles, 423-432 [Zbl 1057.74586] \textit{Ausilio, E.; Conte, Enrico; Ficchì, A. O.}, A numerical procedure for the analysis of soil consolidation, 433-442 [Zbl 1057.74618] \textit{Czap, Z.}, Interaction analysis of rigid foundation-building system, 443-452 [Zbl 1050.74637] \textit{De Gennaro, V.; Pande, G. N.}, A model for the behaviour of soil-structure interface, 453-462 [Zbl 1057.74559] \textit{Gallipoli, D.; Karstunen, M.; Wheeler, S. J.}, Plane-strain modelling for unsaturated soil, 463-472 [Zbl 1057.74562] \textit{Dłuzewski, J. M.}, Large strain consolidation for elasto-plastic soils, 473-482 [Zbl 1057.74560] \textit{Heeres, O. M.; De Borst, R.}, Implicit integration of non-standard plasticity models, 483-492 [Zbl 1050.74628] \textit{Hicks, M. A.}, Adaptive mesh simulation of passive earth pressure failure, 493-502 [Zbl 1057.74594] \textit{Hoxha, D.; Homand, F.; Souley, M.}, An application of meshless methods in modeling of damaged rock masses, 503-512 [Zbl 1057.74595] \textit{Ichikawa, Y.; Kawamura, K.; Nakano, M.; Kitayama, K.; Kawamura, H.}, Why water flow is prevented in clay? Unified simulation of molecular dynamics and homogenization analysis for seepage problem, 513-522 [Zbl 1057.76601] \textit{Marques, J. M. M. C.; Domingues, J. J. M. S.}, A thin-layer element for seepage analysis, 523-531 [Zbl 1057.76547] \textit{Naylor, D. J.}, A procedure for generating well conditioned tetrahedral meshes, 533-541 [Zbl 1050.74675] \textit{Pereira, R. M.; Veloso da Veiga, E.; Martins, J. B.}, Boundary integral methods in engineering. A saltwater intrusion example, 543-551 [Zbl 1057.76555] \textit{Plischke, B.; Bulgakov, V.}, Application of iterative solvers in geomechanics with special emphasis on petroleum engineering, 553-561 [Zbl 1057.76568] \textit{Telekes, G.; Czap, Z.}, Investigation on flow problems using fractal analysis, 563-572 [Zbl 1057.76573] \textit{Thomas, H. R.; Jefferson, A. D.; Nkposong, E. E.}, A parallel computing solution of the finite element analysis of thermo/hydro/mechanical behaviour of unsaturated soil, 573-581 [Zbl 1050.74677] \textit{Thouvenin, G.; Giraud, A.}, Thermoporoelastic analysis of a deep circular tunnel. Effect of heterogeneity, 583-592 [Zbl 1055.74500] \textit{Zentar, R.; Moulin, G.; Hicher, P. Y.}, Numerical analysis of pressuremeter test in soil, 593-600 [Zbl 1055.74570] \textit{Augarde, C. E.; Burd, H. J.; Houlsby, G. T.}, Some experiences of modelling tunneling in soft ground using three-dimensional finite elements, 603-612 [Zbl 1055.74559] \textit{Divac, D.; Vuckovic, D.; Zivkovic, M.; Grujovic, N.}, Numerical modelling of rock mass stress strain changes caused by underground excavation in the bor copper mine, 613-622 [Zbl 1050.74626] \textit{Fritz, P.; Zheng, X.}, Object-oriented analysis of a finite element framework for geotechnical applications, 623-633 [Zbl 1055.74540] \textit{Martins, F. F.; Vieira, C. F. S.; Martins, J. B.}, Slope stability of embankments on soft clay, 635-643 [Zbl 1055.74541] \textit{Schweiger, H. F.}, Results from two geotechnical benchmark problems, 645-654 [Zbl 1055.74569] \textit{Skinner, H. D.; Crilly, M. S.; Charles, J. A.}, Numerical models for the design of shallow foundations for low-rise buildings, 655-664 [Zbl 1050.74685] \textit{Xu, W.; Shao, J.-F.}, Artificial neural network analysis for the evaluation of slope stability, 665-672 [Zbl 0939.68106] \textit{Ehlers, W.; Müllerschön, H.}, Stress-strain behaviour of cohesionless soils. Experiments, theory and numerical computations, 675-684 [Zbl 1050.74544] \textit{Modaressi, A.; Michali, A.}, Unsaturated behaviour of earthfill dams, 685-694 [Zbl 1050.74630] \textit{Gaombalet, J.; Su, K.}, A numerical code for computation of transport phenomena coupled with mechanics in porous media, 695-706 [Zbl 1050.76559] \textit{Pouya, A.; Ghoreychi, M.}, Determination of rock mass strength properties by homogenization, 707-718 [Zbl 1050.74631] \textit{Aydan, Ö.}, Finite element analysis of transient pulse method for permeability measurements, 719-727 [Zbl 1050.76554] \textit{Sakurai, S.; Akayuli, C. F. A.}, Deformational analysis of geomaterials considering strain-induced damage, 729-738 [Zbl 1050.74633] \textit{van Dijk, B. F. J.; Kaalberg, F. J.}, 3D geotechnical model for the north-southline in Amsterdam, 739-749 [Zbl 1050.74635] \textit{Chi, T.; Dembicki, E.}, Determining relative density of sands from CPT using fuzzy measure theory, 751-760 [Zbl 0981.28503]
scientific article; zbMATH DE number 1313112