Experimental evidence about misconception of Terzaghi's 1-D consolidation theory in terms of degree of consolidation

Bartłomiej Szczepan Olek

doi:10.1051/e3sconf/201910601013

All issues

Volume 106 (2019)

E3S Web Conf., 106 (2019) 01013

References

Open Access

Issue		E3S Web Conf. Volume 106, 2019 5^th International Scientific Conference on Civil Engineering-Infrastructure-Mining


Article Number		01013
Number of page(s)		9
DOI		https://doi.org/10.1051/e3sconf/201910601013
Published online		24 June 2019

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L.L. Zeng, Z.S. Hong, J. Han, Experimental investigations on discrepancy in consolidation degrees with deformation and pore pressure variations of natural clays. Applied Clay Science, 152, 38-43, (2018) [Google Scholar]

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[1] S. Leroueil, Tenth Canadian geotechnical colloquium: recent developments in consolidation of natural clays. Canadian Geotechnical Journal, 25, 1, 85-107, (1988) [CrossRef] [Google Scholar]

[2] B. Wrana, Lectures on soil mechanics, (Publishing house: Politechnika Krakowska, Kraków, 2014) [Google Scholar]

[3] A. Koppejan, A formula combining the Terzaghi load compression relationship and the Buisman secular time effect. Proc. 1thICSMFE, Rotterdam, 3,32-37, (1948) [Google Scholar]

[4] L. Šuklje, The analysis of the consolidation process by the isotaches method. Proc. 4thICSMFE, London,1, 200-206, (1957) [Google Scholar]

[5] G. Mesri, Y. Choi, The uniqueness of the end-of-primary (EOP): void ratio- effective stress relationship. Proc. 11th ICSMFE, San Francisco, 2, 587-590, (1985) [Google Scholar]

[6] E.J. Haan, A compression model for non-brittle soft clay sand peat. Géotechnique, 46 1, 1-16, (1996) [CrossRef] [Google Scholar]

[7] Q. Zhu, Z-Y, Yin, P.Y. Hitcher, S.L. Shen, Nonlinear of one-dimensional creep characteristics of soft clays. Acta Geotechnica, 11, 4, 887-900, (2015) [CrossRef] [Google Scholar]

[8] C. Terzaghi, Erdbaumechanik auf Bodenphysikalischer Grundlage (Franz Deuticke, Liepzig-Vienna, 1925) [Google Scholar]

[9] D.W. Taylor, Fundamentals of soil mechanics (Wiley, New York, 1962) [Google Scholar]

[10] L.L. Zeng, Z.S. Hong, J. Han, Experimental investigations on discrepancy in consolidation degrees with deformation and pore pressure variations of natural clays. Applied Clay Science, 152, 38-43, (2018) [Google Scholar]