RIGID-PLASTIC FINITE ELEMENT METHOD FOR FRICTIONAL MATERIALS
The rigid-plastic finite element method for frictional materials is developed and a stress-strain rate relation for rigid plastic materials of the drucker-prager type, under the assumption of the associated flow rule, is derived. It is convenient in the derivation to decompose the stress into two components which are similar to the mean and deviatoric ones in case of materials of the von mises type. The materials with a relatively high internal friction angle, however, show a somewhat unreasonable velocity field due to the excessive effect of the dilatancy. Therefore, a numerical technique for the non-associated flow rule to reduce such an effect is developed. It is found that the dilatancy angle also influences the bearing capacity of the soil structure.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00380806
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Corporate Authors:
Japanese Society of Soil Mech & Foundation Engrs
Tokyo, JapanENGINEERING
SUGAYAMA BUILDING 4F, KANDA AWAJICHO 2-23, CHIYODA-KU
Tokyo 101, JapanENGINEERING
SUGAYAMA BUILDING 4F, KANDA AWAJICHO 2-23, CHIYODA-KU
Tokyo 101, Japan -
Authors:
- TAMURA, T
- Kobayashi, S
- SUMI, T
- Publication Date: 1987-9
Language
- English
Media Info
- Pagination: p. 1-12
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Serial:
- SOILS AND FOUNDATIONS
- Volume: 27
- Issue Number: 3
- Publisher: JAPANESE GEOTECHNICAL SOCIETY
- ISSN: 0038-0806
Subject/Index Terms
- TRT Terms: Bearing capacity; Finite element method; Friction; Loads; Mathematical analysis; Mathematical models; Slope stability; Soils; Strength of materials
- ITRD Terms: 6471: Analysis (math); 3085: Bearing capacity; 6490: Finite element method; 5452: Friction; 5567: Load; 6473: Mathematical model; 5783: Slope stability; 4156: Soil; 5544: Strength (mater)
- Subject Areas: Geotechnology;
Filing Info
- Accession Number: 00487412
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Files: ITRD, TRIS
- Created Date: Sep 30 1989 12:00AM