Desiccation crack in lime-treated silty clay: Experimental evaluation and constitutive interpretation

Nicolas Poncelet; Bertrand François

doi:10.1051/e3sconf/20199211002

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 11002

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		11002
Number of page(s)		6
Section		Treated Geomaterials: Chemical, Microbial, Electrokinetic
DOI		https://doi.org/10.1051/e3sconf/20199211002
Published online		25 June 2019

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[1] E.E. Alonso, N.M Pinyol, and A. Gens, Géotechnique, 63, 6, 463-478 (2013) [CrossRef] [Google Scholar]

[2] A. Corte and A. Higashi, Cold regions research and engineering lab Hanover NH. Experimental research on desiccation cracks in soil. (No. RR-66) (1964) [Google Scholar]

[3] P. Delage, M. D. Howat, and Y. J. Cui, Eng. Geol., 50, 1-2, 31-48 (1998) [Google Scholar]

[4] P. Gerard et al., Constr. Build. Mat., 95, 437-447 (2015) [CrossRef] [Google Scholar]

[5] D.N. Little. Stabilization of pavement subgrades and base courses with lime. Kendall/Hunt publication Company, Dubuque, IA, US (1995) [Google Scholar]

[6] J. K. Kodikara, S. L. Barbour and D. G. Fredlund, Unsaturated soils for Asia, 90, 5809, 139 (2000) [Google Scholar]

[7] J. M. Konrad and R. Ayad. Can. Geotech. J., 34, 6, 929-942 (1997) [CrossRef] [Google Scholar]

[8] P. Kouassi et al., Geotech. Test. J., 23, 1, 72-82 (2000) [CrossRef] [Google Scholar]

[9] C. J. Miller, H. Mi and N. Yesiller., J. Am.Wat. Res. Assoc., 34, 3, 677-686 (1998) [CrossRef] [Google Scholar]

[10] H. Péron, T. Hueckel, L. Laloui and L. Hu, Can. Geotech. J., 46, 10, 1177-1201 (2009). [CrossRef] [Google Scholar]

[11] M. T. Van Genuchten and D. R. Nielsen, Ann. Geoph., 3, 5, 615-628 (1985) [Google Scholar]

[12] N. Yesiller, C. J. Miller, G. Inci and K. Yaldo, Eng. Geol., 57, 1-2, 105-121 (2000) [Google Scholar]