A Mathematical Interpretation of the Volumetric Instability of Loose Sands

Computers and Geotechnics

Volumn 18, Issue 3, 1996, Pages 225-244

  Di Prisco, C ^a  

^a POLITECNICO DI MILANO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

DIMENSIONAL STABILITY; FLOW OF WATER; MATHEMATICAL MODELS; PARTIAL DIFFERENTIAL EQUATIONS; POROUS MATERIALS; SOIL MECHANICS;

BIPHASIC CONTINUA; VOLUMETRIC INSTABILITY; WATER SATURATED SOILS;

SAND;

FLUID FLOW; SAND; SATURATED SOIL; SOIL INSTABILITY;

EID: 0030472682     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/0266-352X(95)00028-9     Document Type: Article

References (12)

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2. Nova, R., A note on sand liquefaction and soil stability. Proc. Third Int. Conf. Constitutive Laws for Engineering Materials: Theory and Applications, 7-12 January 1991, Tucson, (1991) pp. 153-156.
3. Darve, F., L'écriture incrémentale des lois rhéologiques et les grandes classes de lois de comportement. In Manuel de Rhéologie des Géomateriaux (Edited by Darve, F.). Presses de l'école nationale des Ponts et chaussees, 1987.
4. Ladyzenskaja, O. A., Solonnikov, V. A. & Ural'ceva, N. N., Linear and Quasilinear Equations of Parabolic Type. American Mathematical Society, Providence, RI, 1968.
5. Prouse, G., Equazioni Differenziali alle Derivate Parziali. Masson, Rome, 1978.
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7. di Prisco, C., Matiotti, R. & Nova, R., Theoretical investigation of the undrained stability of shallow submerged slopes. Geotechnique in press.
8. di Prisco, C., Anisotropia delle sabbie: indagine sperimentale e modellazione matematica. Tesi di Dottorato in Ingegneria Geotecnica, Politecnico di Milano, Italy, 1993.
9. di Prisco, C., Nova, R. & Lanier, J., A mixed isotropic kinematic hardening constitutive law for sand. In Modern Approach to Plasticity (Edited by Kolymbas, D.), pp. 83-124. Balkema, Rotterdam, 1993.
10. Taylor, D. W., Fundamentals of Soil Mechanics. Wiley, New York, 1948.
11. Sasitharan, S., Robertson, P. K., Sego, D. C. & Morgenstern, N. R., Collapse behaviour of sand. Can. Geotech. J. 30 (1993) 569-577.
12. di Prisco, C. & Nova, R., Stability problems related to static liquefaction of loose sand. In 3rd Workshop on Localisation and Bifurcation Theory for Soils and Rocks (Edited by Chambon, R., Desrues, J. & Vardoulakis, I.). Balkema, Rotterdam, 1994.