STRESS HISTORY EFFECTS ON STRESS-STRAIN BEHAVIOUR OF A SATURATED CLAY
THIS PAPER SUMMARIZES DATA ILLUSTRATING THE EFFECTS OF STRESS HISTORY ON THE STRESS-STRAIN BEHAVIOUR OF REMOULDED SPECIMENS OF KAOLIN TESTED IN THE CONVENTIONAL TRIAXIAL APPARATUS UNDER STRESS CONTROLLED CONDITIONS. THE EFFECTS CONSIDERED ARE INITIAL ONE-DIMENSIONAL CONSOLIDATION STRESS USED IN SAMPLE PREPARATION, LOAD INCREMENT, MAGNITUDE OF ISOTROPIC CONSOLIDATION STRESS PRIOR TO SHEAR, AND TYPE OF APPLIED STRESS PATH. IT IS SHOWN THAT THESE FACTORS INFLUENCE THE DEFORMATION CHARACTERISTICS OF A SATURATED CLAY. METHODS WHICH TAKE ACCOUNT OF THESE EFFECTS ARE PROPOSED TO CORRELATE THE TEST RESULTS. THE RESULTS ARE USEFUL IN INVESTIGATING THE POSSIBILITY OF INCLUDING THESE EFFECTS IN THE EXISTING STRESS-STRAIN THEORIES. /AUTHOR/
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00465828
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Corporate Authors:
Southeast Asian Society of Soil Engineering
P.O. Box 2754
Bangkok, Thailand -
Authors:
- Balasuhramaniam, A S
- Publication Date: 1973-12
Language
- English
Media Info
- Features: Figures; References;
- Pagination: p. 91-111
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Serial:
- GEOTECHNICAL ENGINEERING
- Volume: 4
- Issue Number: 2
- Publisher: SOUTHEAST ASIAN GEOTECHNICAL SOCIETY
- ISSN: 0046-5828
Subject/Index Terms
- TRT Terms: Clay; Consolidations; Deformation; Deformation curve; Kaolin; Kaolinite; Loads; Percent saturation; Remolded clay soils; Saturated soils; Soils; Stresses; Structural analysis
- Uncontrolled Terms: Soil deformation
- Old TRIS Terms: Remolded clays; Stress conditions (Soil); Stress path; Test results
- ITRD Terms: 4177: Clay; 5595: Deformation; 5907: Degree of saturation (mater); 4189: Kaolinite; 5567: Load; 5575: Stress (in material); 5573: Stress analysis
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00081336
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Files: ITRD, TRIS
- Created Date: Apr 8 1975 12:00AM