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Predicting Swelling Potential and Soil-Water Retention Curves of Some Characterized Expansive Clays Based on Geotechnical Properties

  • Hossein AssadollahiEmail author
  • Hossein Nowamooz
Conference paper
Part of the Sustainable Civil Infrastructures book series (SUCI)

Abstract

The shrink-swell phenomenon in expansive clays are usually followed by irreversible damages on constructions. To investigate the soil behavior, Geotechnical diagnostic methods are adapted which provide basic information on the soil and its shrink swell characteristics. However, in order to better understand this phenomenon, it is crucial to investigate their swelling potential along with their water retention properties. In this study, some clayey soil samples from different places in France were tested followed by a shrink-swell hazard. The geotechnical properties of these soils allowed the characterization of their swelling potential based on seven different methods. Thereafter, the retention properties of these samples were investigated and a retention behavior was associated to each swelling category beginning from very high swelling potential to low swelling potential. Finally, a regression analysis was carried out to predict the key geotechnical parameters for the establishment of water retention curves based on other geotechnical properties. The results of the regression analysis showed good agreement with the measured values both in geotechnical properties and retention curves.

Notes

Acknowledgments

This research was funded and supported by the French National Agency of Technological Research (ANRT) as an industrial based R&D program (CIFRE) on drought and climate change effect on natural clayey soils interaction with constructions. The authors would like to thank DETERMINANT Group for their support on collecting experimental data and their collaboration in this research project.

References

  1. Al-Rawas, A.A., McGown, A.: Microstructure of Omani expansive soils. Can. Geotech. J. 36(2), 272–290 (1999)CrossRefGoogle Scholar
  2. Chassagneux, D., Stieljes, L., Mouroux, P., Ménilliet, F., Ducreux, G.H.: Cartographie de l’aléa retrait-gonflement des sols (sécheresse-pluie) à l’échelle départementale. Approche méthodologique dans les Alpes de Haute-Provence. Rapport BRGM n° R39218, 33 p., 6 fig., 1 tab., 4 ann., 1 pl. hors-texte (1996)Google Scholar
  3. Dakshanamurthy, V., Raman, V.: A simple method of identifying an expansive soil. Soils Found. 13(1), 97–104 (1973)CrossRefGoogle Scholar
  4. Derriche, Z., Kebaili, M.: Prévision du gonflement des argiles d’In-Aménas. Bulletin des Laboratoires des Ponts et Chaussées 218, 15–23 (1998)Google Scholar
  5. Ganjian, N., Pisheh, Y.P., Hosseini, S.M.M.M.: Prediction of soil–water characteristic curve based on soil index properties. In: Schanz, T. (ed.) Experimental Unsaturated Soil Mechanics. Springer Proceedings in Physics, vol. 112. Springer, Berlin, Heidelberg (2007)Google Scholar
  6. Jones, D.E., Holtz, W.G.: Expansive soils—the hidden disaster. Civ. Eng. 43(8), 49–51 (1973)Google Scholar
  7. Nowamooz, H.: Retrait/gonflement des sols argileux compacts et naturels. Doctoral thesis, National Polytechnic Institute Lorraine (2007)Google Scholar
  8. Piran, J.P., Donsimoni, M., Vincent, M.: Cartographie de l’aléa retrait-gonflement des argiles dans le dépatement de l’Essonne. Rapport BRGM n° RP-50376-FR, p. 269 (2000)Google Scholar
  9. Seed, H.B., Woodward, R.J., Lundgren, R.: Prediction of swelling potential for compacted clay. J. Soil Mech. Found. Div. 88(SM3), 53–87 (1962)Google Scholar
  10. Serratrice, J.F., Soyez, B.: Les essais de gonflements. Bulletin des laboratoires des ponts et chaussées 204, 65–85 (1996). réf .4082Google Scholar
  11. Van Genuchten, M.T.: A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 44, 892–898 (1980)CrossRefGoogle Scholar
  12. Vincent, M., et al.: Projet ARGIC—Analyse du Retrait Gonflement et de ses Incidences sur les Constructions. Projet ANR-05-PRGCU-005. Rapport final, Rapport BRGM/RP-57011, 13 pp. et 39 annexes (2009)Google Scholar

Copyright information

© Springer Nature Switzerland AG 2019

Authors and Affiliations

  1. 1.Department of Civil Engineering and EnergiesICUBE, UMR7357, CNRS, INSAStrasbourgFrance
  2. 2.Department of Engineering and ConsultingDETERMINANT R&D SARLParisFrance

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