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Geomechanics and Geoengineering
An International Journal
Volume 13, 2018 - Issue 2
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Zarka shakedown modelling of expansive soils subjected to wetting and drying cycles

Kai LiQingdao Key Laboratory for Geomechanics and Offshore Underground Engineering, Qingdao University of Technology, Qingdao, China;Group of Civil Engineering in Laboratory of ICUBE, University of Strasbourg, Strasbourg, FranceCorrespondence[email protected]
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,
Hossein NowamoozGroup of Civil Engineering in Laboratory of ICUBE, University of Strasbourg, Strasbourg, FranceView further author information
,
Cyrille ChazallonGroup of Civil Engineering in Laboratory of ICUBE, University of Strasbourg, Strasbourg, FranceView further author information
&
Bernard MigaultGroup of Civil Engineering in Laboratory of ICUBE, University of Strasbourg, Strasbourg, FranceView further author information
Pages 77-87 | Received 08 May 2016, Accepted 13 Oct 2017, Published online: 27 Oct 2017

References

  • Allou, F., Chazallon, C., and Hornych, P., 2007. A numerical model for flexible pavements rut depth evolution with time. International Journal for Numerical and Analytical Methods in Geomechanics, 33, 1–22.
  • Alonso, E.E., Gens, A., and Josa, A., 1990. A constitutive model for partially saturated soils. Geotechnique, 40, 405–430.
  • Alonso, E.E., Vaunat, J., and Gens, A., 1999. Modelling the mechanical behaviour of expansive clays. Engineering Geology, 54, 173–183.
  • Alonso, E.E., et al., 2005. Expansive bentonite/sand mixture in cyclic controlled suction drying and wetting. Engineering Geology, 81, 213–226.
  • Chazallon, C., et al., 2009a. Modelling of rutting of two flexible pavements with the shakedown theory and the finite element method. Computers and Geotechnics, 36, 798–809.
  • Chazallon, C., et al., 2009b. Finite element modelling of the long term behaviour of a full scale flexible pavement with the shakedown theory. International Journal for Numerical and Analytical Methods in Geomechanics, 33, 45–70.
  • Cui, Y.J., Yahia-Aissa, M., and Delage, P., 2002. A model for the volume change behaviour of heavily compacted swelling clays. Engineering Geology, 64, 233–250.
  • Gens, A. and Alonso, E.E., 1992. Framework for the behaviour of unsaturated expansive clays. Canadian Geotechnical Journal, 29, 1013–1032.
  • Habiballah, T. and Chazallon, C., 2005. An elastoplastic model based on the shakedown concept for flexible pavements unbound granular materials. International Journal for Numerical and Analytical Methods in Geomechanics, 29, 577–596.
  • Moreau, J.J., 1971. “Rafle par un convexe variable”, Séminaire unilatérale, Université de Montpellier, June.
  • Nowamooz, H. and Masrouri, F., 2008. Hydromechanical behaviour of an expansive bentonite/silt mixture in cyclic suction-controlled drying and wetting tests. Engineering Geology, 101, 154–164.
  • Nowamooz, H. and Masrouri, F., 2010a. Influence of suction cycles on the soil fabric of compacted swelling soil. Compted Rendus Geoscience, 342, 901–910.
  • Nowamooz, H. and Masrouri, F., 2010b. Mechanical behaviour of expansive soils after several drying and wetting cycles. Geomechanics and Geoengineering, 5 (4), 213–221.
  • Nowamooz, H., Jahangir, E., and Masrouri, F., 2013. Volume change behaviour of a swelling soil compacted at different initial states. Engineering Geology, 153, 25–34.
  • Sharp, R. and Booker, J., 1984. Shakedown of pavements under moving surface load. Journal of Transportation Engineering, 110, 1–14.
  • Sun, W.J. and Sun, D.A., 2011. Coupled modelling of hydro-mechanical behaviour of unsaturated compacted expansive soils. International Journal for Numerical and Analytical Methods in Geomechanics, 36, 1002–1022.
  • Wheeler, S.J., Sharma, R.S., and Buisson, M.S.R., 2003. Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Geotechnique, 53, 41–54.
  • Zarka, J. and Casier, J., 1979. “Elastic plastic response of structure to cyclic loading: practical rules”, Mechanics Today. Pergamon Press: Oxford, 93–198.
  • Zarka, J., et al. 1990. “A new approach in inelastic analysis of structures”, M.Nijhoff, Dordrecht.

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