Abstract
The founding principles of consolidation of soils was set by Terzaghi dating back to 1923. This theory focused on the interplay between pore pressure dissipation and effective stress increase on fully saturated soils, and works by means of the diffusion theory in one-dimensional flow conditions under constant static external loading. The theory remains to use still and works as the funding stone for all subsequent formulations in the international theory. It is noted, that all consolidation formulations reduce to the original Terzaghi’s theory (as they comprise its extensions) for one-dimensional flow under constant static loading on fully saturated conditions. This paper revisits the consolidation theory and derives the governing equations via a rigorous integration of mass conservation, which accounts for instantaneous void ratio alterations within the continuity equation by including an additional term in the consolidation coefficient. This gives shorter consolidation times compared to Terzaghi’s original expression. The derived equations reduce to Terzaghi’s with appropriate manipulation. The paper compares the 1D consolidation coefficients to Terzaghi’s and other formulations, and proposes a simplified solution of the consolidation equation based on regression, accompanied with a workaround to include the rigorous approach in commercial (FEM, FDM) codes within the consolidation governing equations.
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References
Biot, M.A.: General theory of three-dimensional consolidation. J. Appl. Phys. 12, 155–164 (1941)
Davis, E.H., Raymond, G.P.: A non-linear theory of consolidation. Geotechnique 15(2), 161–173 (1965)
Fillunger, P.: Erdbaumechanik?. Selbstverlag des Verfassers, Wien (1936)
De Boer, R.: Theory of porous media: Highlights in historical development and current state. Springer Science & Business Media (2000)
Fredlund, D.G., Hasan, J.U.: One-dimensional consolidation theory: Unsaturated soils. Canad. Geotech. J. 16(3), 521–531 (1979)
Fredlund, D.G., Morgenstern, N.R.: Stress state variables for unsaturated soils. J. Geotech. Eng. Div. 103(5), 447–466 (1977)
Fredlund, D.G., Rahardjo, H.: Soil mechanics for unsaturated soils. John Wiley & Sons (1993)
Fulks, W.B., Guenther, R.B., Roetman, E.L.: Equations of motion and continuity for fluid flow in a porous medium. Acta Mech. 12(1), 121–129 (1971)
Gibson, R.E., Schiffman, R.L.: A theory of consolidation of soft sediments. GIBSON (ROBERT E) FERRING (ENGLAND) (1985)
Gibson, R.E., England, G.L., Hussey, M.J.L.: The theory of one-dimensional consolidation of saturated clays. Geotechnique 17(3), 261–273 (1967)
Merchant, W.: Some theoretical considerations on the one-dimensional consolidation of clay. S.M. Thesis, Department of Civil and Sanitary Engineering, Massachusetts Institute of Technology, Boston (1939)
Monte, J.L., Krizek, R.J.: One-dimensional mathematical model for large-strain consolidation. Geotechnique 26(3), 495–510 (1976)
Rendulic, L.: Porenziffer und porenwasserdruck in Tonen. Der Bauingenieur 17, 559–564 (1936)
Sills, G.C.: Some conditions under which Biot’s equations of consolidation reduce to Terzaghi’s equation. Geotechnique 25(1), 129–132 (1975)
Terzaghi, K.: Die Berechnug der Durchlassigkeitsziffer des Tones aus dem Verlauf der hydrodynamischen Spannungserscheinungen (The computation of the permeability of soils from the hydrodynamic pressure gradients), Academie der Wissenchaften in Wien, Sitzungsberichte, Mathematusch-naturwissenschaftliche (Math.-naturwiss) Klasse IIa, 132(3/4): 125–138 (1923)
Terzaghi, K.: Principles of final soil classification. Public Roads 8(3), 41–53 (1927)
Thomas, H.R., Cleall, P.J., Li, Y., Harris, C., Kern-Luetschg, M.: Modelling of cryogenic processes in permafrost and seasonally frozen soils. Geotechnique 59(3), 173–184 (2009)
Tsytovich, N.A., Zaretsky, Y.K.: The development of the history of soil consolidation in the U.S.S.R., 1917–1967. Geotechnique 37(3), 357–375 (1969)
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Kalos, A., Belokas, G., Anagnostopoulos, A. (2021). Consolidation of Saturated Soils through a Different Prism. In: Barla, M., Di Donna, A., Sterpi, D. (eds) Challenges and Innovations in Geomechanics. IACMAG 2021. Lecture Notes in Civil Engineering, vol 125. Springer, Cham. https://doi.org/10.1007/978-3-030-64514-4_65
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DOI: https://doi.org/10.1007/978-3-030-64514-4_65
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