The work input to an unsaturated granular material

Geotechnique

Volumn 47, Issue 1, 1997, Pages 193-196

  Houlsby, G T ^a  

^a UNIVERSITY OF OXFORD   (United Kingdom)

Author keywords

Constitutive relations; Partial saturation; Pore pressures; Stress analysis

Indexed keywords

APPROXIMATION THEORY; DENSITY (SPECIFIC GRAVITY); PORE PRESSURE; SATURATION (MATERIALS COMPOSITION); STRAIN; STRESS ANALYSIS;

CONSTITUTIVE RELATIONS; WORK CONJUGATES;

SOIL MECHANICS;

EFFECTIVE STRESS; PORE PRESSURE; STRESS ANALYSIS; UNSATURATED SOIL;

EID: 0031105840     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1997.47.1.193     Document Type: Article

References (10)

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3. Bishop, A. W. & Blight, G. E, (1963). Some aspects of effective stress in saturated and partially saturated soils Géotechnique 13, No. 3, 177-197.
4. Fredlund, D. G. & Morgenstem, N. R. (1977). Stress state variables for unsaturated soils. J. Geotech, Eng. Div., ASCE 103. No. GT5, 447-466.
5. Houlsby, G. T. (1979). The work input to a granular material. Géotechnique 29. No. 3, 354-358.
6. Houlsby, G. T. (1981). A study of plasticity theories and their applicability to soils. Cambridge University, Phd thesis.
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9. Wheeler, S. J. (1991). An alternative framework for saturated soil behaviour, Géotechnique 41. No. 2, 257-261.
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