APPLICATION OF A JOINT MODEL TO CONCRETE-SANDSTONE INTERFACES. PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS, 11-15 APRIL 1988, INNSBRUCK, AUSTRIA. VOLUMES 1 - 3
This paper describes a set of constitutive relations which describe the combined shear and dilational behaviour of bonded interfaces between concrete and hawkesbury sandstone. The model is based on the theory of shear hardening and softening elastoplasticity. The model incorporates the gradual degradation of the cohesive component of shear strength (i.e. softening) with shear displacement, as well as the mobilisation of the frictional component of strength (i.e. hardening) as the shearing creates a rupture surface. The model is capable of matching well the behaviour of bonded interfaces observed in laboratory direct shear tests. (Author/TRRL)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/906191809X
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Corporate Authors:
AA Balkema
P.O. Box 1675
Rotterdam, Netherlands BR-3000 -
Authors:
- Carter, J P
- Ooi, L H
- Publication Date: 1988
Media Info
- Features: References;
- Pagination: p. 889-893
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Serial:
- Publication of: Balkema (AA)
- Publisher: AA Balkema
Subject/Index Terms
- TRT Terms: Concrete; Concrete hardening; Conferences; Dislocation (Geology); Elasticity (Mechanics); Failure; Hardness; Interfaces; Joints; Mathematical models; Plasticity; Rock mechanics; Sandstones; Shear strength; Softening point; Strength of materials
- Old TRIS Terms: Joint
- ITRD Terms: 4755: Concrete; 8525: Conference; 5912: Elasticity; 5520: Failure; 4722: Hardening; 5429: Interface; 4089: Joint (geomorphol); 6473: Mathematical model; 5483: Movement; 5922: Plasticity; 5757: Rock mechanics; 4104: Sandstone; 5531: Shear; 5272: Softening; 5544: Strength (mater)
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00492605
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- ISBN: 90-6191-809-X
- Files: ITRD, TRIS
- Created Date: Mar 31 1990 12:00AM