A bounding surface mechanical model for unsaturated cemented soils under isotropic stresses

Author:

Bruno Agostino WalterORCID,Gallipoli DomenicoORCID,Rouainia MohamedORCID,Lloret-Cabot Marti

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference43 articles.

1. A bounding surface compression model with a unified virgin line for saturated and unsaturated soils;Gallipoli;Géotechnique,2017

2. Isotropic yielding of unsaturated cemented silty sand;Arroyo;Can. Geotech. J.,2013

3. Bertuccioli, P., Lanzo, G., 1993. Mechanical properties of two Italian structurally complex clay soils. In Proceedings of the International Symposium of Geotechnical Engineering of Hard Soils-Soft Rocks, Athens, vol. 383, pp. 389.

4. Hsu, S.C., Nelson, P.P., 1993. Characterization of cretaceous clay-shales in North America. In: Anagnostopoulos, et al., (Eds.). Proc. Int. Sym. Geot. Eng. of Hard Soils-Soft Rocks. Balkema. pp 139–146.

5. Garitte, B., Vaunat, J., Gens, A., 2006. A constitutive model that incorporates the effect of suction in cemented geological materials. In: Unsaturated Soils 2006. pp. 1944–1955.

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