SECONDARY CONSOLIDATION EFFECTS IN THE APPLICATION OF THE VELOCITY METHOD
Two delta river clays from Tasmania are studied to examine creep behaviour for extended load increments of up to 14 days. For load increments of 24 hours or less, a prolonged history of creep causes a significant departure from purely hydrodynamic behaviour. Curves of pore pressure dissipation rate (ppdr) and settlement into (SR) are found to have different gradients in primary and secondary regions, suggesting that a complex combination of hydrodynamic and viscores mechanisms operate to some extent through the whole range of deformation. The secondary stage of the SR plot had to linear sections, neither relating to the terzaghi theory. A horizontal step occurred in the ppdr curve for all load increments prior to the onset of the viscous secondary stage. (TRRL)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00168505
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Corporate Authors:
Institution of Civil Engineers
One Great George Street, Westminster
London, United Kingdom SW1P 3AA -
Authors:
- Parkin, A K
- Lun, PTW
- Publication Date: 1984-3
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 126-128
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Serial:
- GEOTECHNIQUE
- Volume: 34
- Issue Number: 1
- Publisher: Thomas Telford Limited
- ISSN: 0016-8505
Subject/Index Terms
- TRT Terms: Clay; Consolidation; Creep; Curves (Geometry); Deformation; Ground settlement; Highway grades; Hydrodynamics; Loads; Pore water pressures; Settlement (Structures); Slopes; Soil stabilization
- Uncontrolled Terms: Sustained loading
- Geographic Terms: Australia
- ITRD Terms: 8006: Australia; 4177: Clay; 5791: Consolidation (soil); 4732: Creep (mater); 6496: Curve (math); 2806: Gradient; 5567: Load; 5762: Pore water pressure; 5792: Settlement
- Subject Areas: Geotechnology; Highways; Hydraulics and Hydrology;
Filing Info
- Accession Number: 00394578
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- Files: ITRD, TRIS
- Created Date: Jul 31 1985 12:00AM