Use of porosity in models of consolidation

Journal of Engineering Mechanics

Volumn 124, Issue 2, 1998, Pages 237-239

  Kaczmarek, Mariusz ^a,b   Hueckel, Tomasz ^a,c  

^a Duke University   (United States)

^b Dept of Environmental Mechanics   (Poland)

^c ASCE ^*

Author keywords

[No Author keywords available]

Indexed keywords

MODEL; POROSITY; POROUS MEDIUM; SOIL;

CONSOLIDATION; POROSITY;

EID: 0031921843     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1998)124:2(237)     Document Type: Article

References (9)

1. Bear, J., and Bachmat, Y. (1990). Introduction to modeling of transport phenomena in porous media. Kluwer Academic Publishers, Dordrecht, The Netherlands.
2. Bedford, A., and Drumheller, D. S. (1983). "Theories of miscible and structural mixtures." Int. J. Engrg. Sci., 21(8), 863-960.
3. Biot, M. A. (1941). "General theory of three-dimensional consolidation." J. Appl. Phys., 12, 155-164.
4. Biot, M. A., and Willis, D. G. (1957). "The elastic coefficients of the theory of consolidation." J. Appl. Mech., 24, 594-601.
5. Hassanizadeh, S. M. (1986). "Derivation of basic equations of mass transport in porous media, part I - Macroscopic balance laws," Adv. in Water Resour., 9, 196-206.
6. Klausner, Y. (1991). Fundamentals of continuum mechanics of soils. Springer-Verlag, London.
7. Passman, S. L., Nunziato, J. W., and Walsh, E. K. (1986). "A theory of multiphase mixtures." Rational thermodynamics, C. Truesdell, ed., Springer-Verlag, New York, N. Y., 286-325.
8. Terzaghi, K. (1923). "Die berechnung der durchlassigkeitsziffer des tones aus dem verlauf der hydrodynamischen spannungerscheuinungen." Akademie der Wissenschaften in Wien. Sitzungberichte, Abt. IIa, 132, 125-138.
9. Terzaghi, K. (1943). Theoretical soil mechanics. Chapman and Hall, London.