Modeling Volume Change and Mechanical Properties with Hydraulic Models

Soil Science Society of America Journal

Volumn 68, Issue 1, 2004, Pages 57-65

  Baumgartl, Th ^a   Kock B ^b  

^a UNIVERSITY OF KIEL   (Germany)

^b UNIVERSITY OF SOUTHAMPTON   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SOFTWARE; GRAPHIC METHODS; HYDRAULICS; STATISTICAL METHODS; STRESS ANALYSIS;

TRIAXIAL TESTS;

SOILS;

HYDRAULIC PROPERTY; MECHANICAL PROPERTY; SOIL WATER; VOLUME CHANGE;

EID: 0346039246     PISSN: 03615995     EISSN: None     Source Type: Journal    
DOI: 10.2136/sssaj2004.5700     Document Type: Article

References (21)

1. Baumgartl, T. 2002. Prediction of tensile stresses and volume change with hydraulic models. p. 550. In M. Pagliai and R. Jones (ed.) Sustainable land management - Environmental protection: A soil physical approach. Catena Verlag, Reiskirchen, Germany.
2. Baumgartl, T., and R. Horn. 1991. Effect of aggregate stability on soil compaction. Soil Tillage 19:203-213.
3. Biarez, J., J.M. Fleureau, M.I. Zerhouni, and B.D. Soepandji. 1988. Variations de volume des sols argileaux lors de cycles de drainage- humidification. Rev. Fr. Geotechnique 41:63-71.
4. Bishop, A.W., and G.E. Blight. 1963. Some aspects of effective stress in saturated and partly saturated soils. Geotechnique 13:177-197.
5. Bruand, A., and I. Cousin. 1995. Variation of textural porosity of a clay-loam soil during compaction. Eur. J. Soil Sci. 46:377-385.
6. Casagrande, A. 1936. The determination of pre-consolidation load and its practical significance. p. 60-64. In Int. Soil Mech. Found. Eng. Harvard University, Cambridge, MA.
7. Dias Junior, M.S., and F.J. Pierce. 1995. A simple procedure for estimating preconsolidation pressure from soil compression curves. Soil Technol. 8:139-151.
8. Fredlund, D.G., and H. Rahardjo. 1993. Soil mechanics for unsaturated soils. A. Wiley, New York.
9. Groenevelt, P.H., and G.H. Bolt. 1972. Water retention in soils. Soil Sci. 113:238-245.
10. Hillel, D. 1998. Environmental soil physics. Academic Press, San Diego, CA.
11. Horn, R., and T. Baumgartl. 2002. Dynamic properties of soils. p. 389. In A.W. Warrick (ed.) Soil physics companion. CRC Press, Boca Raton, FL.
12. Katou, H., K. Miyaji, and T. Kubota. 1987. Susceptibility of soils to compression as evaluated from the changes in the soil water characteristic curves. Soil Sci. Plant Nutr. (Tokyo) 33:539-554.
13. O'Sullivan, M.F., and B.C. Ball. 1993. The shape of the water release characteristic as affected by tillage, compaction and soil type. Soil Tillage Res. 25:339-349.
14. Richards, B.G., T. Baumgartl, and R. Horn. 2000. Modeling coupled processes in structured unsaturated soils - Theory and examples. p. 175-190. In R. Horn et al. (ed.) Subsoil compaction: Distribution, processes, consequences. 32nd ed. Catena Verlag, Reiskirchen, Germany.
15. Richards, B.G., and K.R.J. Smettem. 1992. Modeling water flow in two-and three-dimensional applications. I. General theory for non-swelling and swelling soils. Trans. ASAE 35:1497-1504.
16. Snyder, V.A., and R.D. Miller. 1985. Tensile strength of unsaturated soils. Soil Sci. Soc. Am. J. 49:58-65.
17. Terzaghi, K., and P. Jelinek. 1954. Theoretische Bodenmechanik. Springer Verlag, Heidelberg, Germany.
18. Toll, D.G. 1995. A conceptual model for the drying and wetting of soil. p. 805-810. In E. E. Alonso and P. Delage (ed.) First Int. Conf. on Unsaturated Soil, Paris. 6-8 Sept. 1995. Balkema, Rotterdam, the Netherlands.
19. U.S. Salinity Laboratory. 1999. Code for quantifying the hydraulic functions of unsaturated soils. Release 6.0. U.S. Salinity Lab., USDA, ARS, Riverside, CA.
20. van Genuchten, M.T. 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 44:892-898.
21. Yong, R.N., and B.P. Warkentin. 1975. Soil properties and behaviour. Elsevier, Amsterdam.