NUMERICAL ANALYSIS OF THE TWO-DIMENSIONAL CONSOLIDATION OF ELASTO-PLASTIC SOILS

ANALYSE NUMERIQUE DE LA CONSOLIDATION BIDIMENSIONNELLE DES SOLS ELASTOPLASTIQUES

This report discusses results achieved in the field of treatment of problems of two-dimensional consolidation of fine grain soils by applying the method of finite elements. The first part gives a summary of consolidation equations used to define soil stabilization behavior. The second part proposes an incremental formulation to interpret elasto-plasticity.

• Corporate Authors:

  Laboratoire Central des Ponts et Chausees (LCPC)

  Boulevard Lefebvre 58
  Paris Cedex 15,   France  F-75732
• Authors:
  • Belkeziz, A
  • MAGNAN, J-P
• Publication Date: 1982-7

Language

• French

Media Info

• Features: References;
• Pagination: 160 p.
• Serial:
  • Rapport de Recherche LPC
  • Issue Number: 115
  • Publisher: Central Laboratory of Bridges & Highways, France

Subject/Index Terms

• TRT Terms: Breaking loads; Consolidation; Consolidations; Elastoplasticity; Embankments; Fine grained soils; Finite element method; Roads; Soil mechanics; Soil stabilization; Soils
• Uncontrolled Terms: Elastic plastic analysis; Soil consolidation
• Subject Areas: Geotechnology; Highways; I42: Soil Mechanics;

Filing Info

• Accession Number: 00385811
• Record Type: Publication
• Source Agency: Engineering Index
• Files: TRIS
• Created Date: Jun 28 1984 12:00AM