Application of Numerical Methods to Geotechnical Problems

1. Interpretation of Field Measurements and of Small Scale Tests

   1. Particle Size Effect of Anchor Problem with Granular Materials

      • T. Sakai, V. Erizal, T. Tanaka

      Pages 191-200

   2. Seismic Site Effects on the French Riviera

      • J.-F. Semblat, P. Dangla, A.-M. Duval

      Pages 201-210

   3. Analyses of Natm-Tunnels with 2-D And 3-D Finite Element Method

      • C. Vogt, P. Bonnier, P. A. Vermeer

      Pages 211-219

2. Laboratory Test and Constitutive Modelling

   1. Front Matter

      Pages 221-221

      PDF

   2. Effect of Strain-Softening in Interpretation of Laboratory Compression Tests

      • L. Andresen, H. P. Jostad

      Pages 223-232

   3. Super Loading Yield Surface Concept for the Saturated Structured Soils

      • A. Asaoka, M. Nakano, T. Noda

      Pages 233-242

   4. Undrained Creep Rupture of Normally Consolidated Clay Due to Bifurcation Mode Switching During Pore Water Migration

      • A. Asaoka, T. Noda, M. Nakano, K. Kaneda

      Pages 243-252

   5. Numerical Analysis of Higher-Order Continua in the Description of Granular Assemblies

      • K. Bagi, I. Bojtár

      Pages 253-262

   6. A Constitutive Model Combining the Microscopic and Macroscopic Behaviour of Sands in Shear and Volumetric Deformation

      • B. Baharom, S. E. Stallebrass

      Pages 263-272

   7. Numerical Simulation of Flows in Porous Media Using a Microstructural Model

      • M. El Yazidi, M. Hellou, J. Martinez

      Pages 273-282

   8. Numerical Analysis of Deep Excavations

      • M. G. Freiseder, H. F. Schweiger

      Pages 283-292

   9. On the Effects of Parameters in a Nonlinear Thermo-Hydro-Mechanical Soil Model

      • B. Gatmiri, B. Jenab

      Pages 293-302

   10. Modelling Penetrometer Installation Using a Modified Strain Path Method Approach

       • D. R. Gill, B. M. Lehane

       Pages 303-314

   11. A Note on Finite Element Modelling of Unsaturated Consolidation Problems

       • C. Jommi, J. Vaunat

       Pages 315-326

   12. Modelling of Non-Linear Behaviour of a Road Embankment

       • P. Koskela, O. Ravaska

       Pages 327-336

   13. Dimensional Reduction Applied to Specific Problems of Consolidation

       • P. Kuklík, M. Sejnoha, J. Mares

       Pages 337-346

   14. A Soil Model for the Overconsolidated Region of Clays

       • T. Länsivaara, S. Nordal

       Pages 347-356

   15. A Two Dimensional Finite Element Consolidation Model for Unsaturated Soil

       • K. Nesnas, I. C. Pyrah

       Pages 357-366

   16. Numerical Simulation of the Thermoviscoplastic Behaviour of Bituminous Concrete

       • P. Royis, J. F. Seignol

       Pages 367-376

   17. A New Creep Law to Describe the Transient and Secondary Creep Phase

       • K. Salzer, H. Konietzky, R.-M. Günther

       Pages 377-387

The NUMGE98 Conference brought together senior and young researchers, scientists and practicing engineers from European and overseas countries, to share their knowledge and experience on the various aspects of the analysis of Geotechnical Problems through Numerical Methods. The papers address a broad spectrum of geotechnical problems, including tunnels and underground openings, shallow and deep foundations, slope stability, seepage and consolidation, partially saturated soils, geothermal effects, constitutive modelling, etc.

• Bodenmechanik
• Felsmechanik
• Geotechnical Engineering
• Geotechnik
• Rock Mechanics
• Soil Mechanics
• geotechnics
• rock mechanics
• soil mechanics

• Technical University (Politecnico), Milano, Italy

  Annamaria Cividini

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