ELASTO-PLASTIC ANISTOTROPIC HARDENING MODEL FOR SAND IN A WIDE STRESS REGION. PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS, 11-15 APRIL 1988, INNSBRUCK, AUSTRIA. VOLUMES 1 - 3
The elasto-plastic constitutive model, taking account of anisotropy effects induced by the initial consolidation and the following shear processes, is established in order to describe the stress-strain behavior of an anisotropically consolidated sand in a wide stress region. The proposed model consists of a set of the yield function, plastic potential and hardening modulus which are expresssed based on the theoretical considerations and experimental evidences. The resultant equations are not only a simple form enough for use but also can give good qualitative predictions for the axisymmetric triaxial test results of sand. (Author/TRRL)
-
Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/906191809X
-
Corporate Authors:
AA Balkema
P.O. Box 1675
Rotterdam, Netherlands BR-3000 -
Authors:
- Murata, H
- Yasufuku, N
- Publication Date: 1988
Media Info
- Features: References;
- Pagination: p. 435-440
-
Serial:
- Publication of: Balkema (AA)
- Publisher: AA Balkema
Subject/Index Terms
- TRT Terms: Anisotropy (Physics); Concrete hardening; Conferences; Consolidation; Deformation; Elasticity (Mechanics); Hardness; Mathematical models; Plasticity; Sand; Shear strength; Soil mechanics; Soils; Stresses; Tests; Triaxial shear tests
- Uncontrolled Terms: Anisotropic; Soil consolidation
- ITRD Terms: 8525: Conference; 5791: Consolidation (soil); 5595: Deformation; 5912: Elasticity; 4722: Hardening; 5917: Isotropic; 6473: Mathematical model; 5922: Plasticity; 4105: Sand; 5531: Shear; 5755: Soil mechanics; 5575: Stress (in material); 6255: Test; 5566: Triaxial
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00492561
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- ISBN: 90-6191-809-X
- Files: ITRD, TRIS
- Created Date: Mar 31 1990 12:00AM