An Elastoplastic Framework for Expansive Soils Based on Effective Stresses
Author:
Affiliation:
1. Facultad de Ingeniería, Universidad Autónoma de Querétaro, Centro Universitario, Cerro de las Campanas, Querétaro, Qro., CP 76010, México.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784481707.014
Reference19 articles.
1. Modelling the mechanical behaviour of expansive clays
2. Hydromechanical behaviour of compacted granular expansive mixtures: experimental and constitutive study
3. Arroyo H. Rojas E. Pérez-Rea M.L. Horta J. and Arroyo J. (2015). A porous model to simulate the evolution of the soil-water characteristic curve with volumetric strains. Comptes Rendus Mécanique 10.1016/j.crme.2015.02.001
4. Blight G.E. (1965). "The time-rate of heave of structures on expansive clays." In Moisture equilibria and moisture changes in soils beneath covered areas. Butterworths Sydney 78-87.
5. The prediction of total heave;Fredlund D.G.;Prec. . Fourth Int. Conf. Exp. Soils, Denver, Colorado,1980
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