AN EFFICIENT METHOD OF ANALYSIS FOR THE DRAINED AND UNDRAINED BEHAVIOUR OF AN ELASTIC SOIL
In this paper a method of analysis for the drained and undrained behaviour of a saturated soil with an elastic anisotropic skeleton is proposed. The method depends upon embedding the problem in a series of problems depending upon a parameter, then expanding the solution in terms of that parameter. The method has the advantage that both the drained and undrained behaviour can be found simultaneously and the problems of a singular stiffness matrix usually associated with undrained behaviour of an elastic soil is avoided.(a) /TRRL/
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00207683
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Corporate Authors:
Pergamon Press, Incorporated
Maxwell House, Fairview Park
Elmsford, NY United States 10523 -
Authors:
- BOOKER, J R
- Carter, J P
- Small, J C
- Publication Date: 1976-8
Language
- English
Media Info
- Features: Figures; References;
- Pagination: p. 589-599
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Serial:
- INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES
- Volume: 12
- Issue Number: 8
- Publisher: Elsevier
- ISSN: 0020-7683
Subject/Index Terms
- TRT Terms: Drained soil; Elasticity (Mechanics); Finite element method; Foundations; Ground settlement; Isotropy; Loads; Mathematical analysis; Pore water pressures; Saturated soils; Stiffness; Undrained strength
- Uncontrolled Terms: Undrained soils
- Old TRIS Terms: Undrained properties
- ITRD Terms: 6471: Analysis (math); 5781: Drained soil; 6490: Finite element method; 3377: Foundation; 5917: Isotropic; 5567: Load; 5762: Pore water pressure; 5792: Settlement; 5782: Undrained soil
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00147955
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Files: ITRD, TRIS
- Created Date: May 11 1977 12:00AM