Swelling Curve in Terms of Effective Stress for Expansive Clays

Rafael Baltodano-Goulding

doi:10.1051/e3sconf/202019502023

All issues

Volume 195 (2020)

E3S Web Conf., 195 (2020) 02023

References

Open Access

Issue		E3S Web Conf. Volume 195, 2020 4^th European Conference on Unsaturated Soils (E-UNSAT 2020)


Article Number		02023
Number of page(s)		5
Section		Teoretical and Numerical Models
DOI		https://doi.org/10.1051/e3sconf/202019502023
Published online		16 October 2020

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Van Genuchten, M., Leij, F., Yates, S., The RETC Code for quantifying the hydraulic functions of unsaturated soils (EPA, USA, 1991) [Google Scholar]
Baltodano-Goulding R., Tensile strength, shear strength, and effective stress for unsaturated sand (Doctoral Dissertation, University of Missouri, 2006) [Google Scholar]

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[1] Murthy V.N.S., Advanced Foundation Engineering (CBS Publishers and Distributors, New Delhi, 2007) [Google Scholar]

[2] Mitchell, J.K., Soga K., Fundamentals of soil behavior (John Wiley & Sons, New York, 2005) [Google Scholar]

[3] Esquivel M. M., Propuesta de modificación del ensayo existente de expansión libre para suelos no saturados(Graduation Project, Costa Rica, 2017) [Google Scholar]

[4] Holtz, R.D., Kovacs, W.D., An introduction to geotechnical engineering (Prentice Hall, New Jersey, 1981) [Google Scholar]

[5] Van Genuchten, M., Leij, F., Yates, S., The RETC Code for quantifying the hydraulic functions of unsaturated soils (EPA, USA, 1991) [Google Scholar]

[6] Baltodano-Goulding R., Tensile strength, shear strength, and effective stress for unsaturated sand (Doctoral Dissertation, University of Missouri, 2006) [Google Scholar]