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Determination of Shrinkage Properties of Clayey Soils by the Image Analysis Technique

  • Houcem Trabelsi
  • Wissem Frikha
Conference paper
Part of the Sustainable Civil Infrastructures book series (SUCI)

Abstract

The present paper involves a study the shrinkage properties during the drying of two types of Tunisian clayey soils under different initials hydraulic conditions and stress histories. A method of measuring the volumetric shrinkage using the image analysis technique is presented. Two procedures of sample preparation are used: slurry and consolidated. The evolution of the height and Crack Intensity Factor of the slurry and consolidated samples permit to define the dryings phases experienced by each soil. The shrinkage curves of consolidated and slurry samples are determined. Drying of saturated soil follows the saturation line until air entry value, which is the limit between the saturated and unsaturated soil. The air entry value depend in soil condition. The stress histories can reduce the kinetics of shrinkage and decreases the void ratio.

References

  1. Bottinelli, N., Zhou, H., Boivin, P., Zhang, Z.B., Jouquet, P., Hartmann, C., Peng, X.: Macropores generated during shrinkage in two paddy soils using X-ray micro-computed tomography. Geoderma 265, 78–86 (2016)CrossRefGoogle Scholar
  2. Konrad, J.M., Ayad, R.: Desiccation of a sensitive clay: field experimental observations. Can. Geotech. J. 34(6), 929–942 (1997a)CrossRefGoogle Scholar
  3. Konrad, J.M., Ayad, R.: An idealized framework for the analysis of cohesive soils undergoing desiccation. Can. Geotech. J. 34(4), 477–488 (1997b)CrossRefGoogle Scholar
  4. Ledesma, A., Lakshmikantha, M.R., Prat, P.C.: Image analysis for the quantification of a developing crack network on a drying soil. Geotechn. Test. J. 32(6), 1–11 (2009). ASTM InternationalGoogle Scholar
  5. Ritchie, J.T., Adams, J.E.: Field measurement of evaporation from soil shrinkage cracks. Soil Sci. Soc. Am. J. 38(1), 131–134 (1974)CrossRefGoogle Scholar
  6. Thyagaraj, T., Thomas, S.R., Prakash Das, A.: Physico-chemical effects on shrinkage behavior of compacted expansive clay. Int. J. Geomech (2016). American Society of Civil Engineers, 06016013.  10.1061/(ASCE)GM.1943-5622.0000698
  7. Tang, C.S., Cui, Y.J., Tang, A.M., Shi, B.: Experiment evidence on the temperature dependence of desiccation cracking behavior of clayey soils. Eng. Geol. 114(3), 261–266 (2010)CrossRefGoogle Scholar
  8. Trabelsi, H.: Etude expérimentale et numérique du comportement des argiles soumissent à des conditions de dessiccation. Thèse de doctorat ENIT, Tunisie (2014)Google Scholar
  9. Trabelsi, H., Jamei, M., Zenzri, H., Olivella, S.: Crack patterns in clayey soils: experiments and modeling. Int. J. Numer. Anal. Meth. Geomech. 36(11), 1410–1433 (2012)CrossRefGoogle Scholar
  10. Nachshon, U., Dragila, M., Weisbrod, N.: From atmospheric winds to fracture ventilation: cause and effect. J. Geophys. Res. 117, 1–11 (2012)CrossRefGoogle Scholar
  11. Nowamooz, H., Jahangir, E., Masrouri, F., Tisot, J.-P.: Effective stress in swelling soils during wetting drying cycles. Eng. Geol. 210, 33–44 (2016)CrossRefGoogle Scholar
  12. Urso, M.E., Lawrence, C.J., Adams, M.J.: Pendular, funicular, and capillary bridges: results for two dimensions. J. Colloid Interface Sci. 220(1), 42–56 (1999). doi: 10.1006/jcis.1999.6512 CrossRefGoogle Scholar
  13. Zhang, Z.B., Peng, X., Wang, L.L., Zhao, Q.G., Lin, H.: Temporal changes in shrinkage behavior of two paddy soils under alternative flooding and drying cycles and its consequence on percolation. Geoderma 192, 12–20 (2013)CrossRefGoogle Scholar

Copyright information

© Springer International Publishing AG 2018

Authors and Affiliations

  • Houcem Trabelsi
    • 1
  • Wissem Frikha
    • 2
  1. 1.Laboratoire de Génie Civil, Ecole Nationale D’ingénieurs de TunisUniversité Tunis El ManarTunisTunisia
  2. 2.Ecole Nationale D’ingénieurs de Tunis, LR14ES03, Ingénierie GéotechniqueUniversité Tunis El ManarTunisTunisia

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