Titlebook: Bifurcation and Degradation of Geomaterials with Engineering Applications; Proceedings of the 1 Euripides Papamichos,Panos Papanastasiou,Ar

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C. Kadel,T. Strecker,M. Kaltenbach,G. Koberadation, and the applicability of the models to the practically important problem such as the of the levee during earthquakes. For sandy soils, we have been developed a cyclic elasto-plastic model based on the kinematical hardening rule with two yield surfaces for the change of the stress ratio and

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Experience with mitral valvuloplastywork was used to check the initiation point of static liquefaction under undrained shear. The results showed that the mechanical behavior of unsaturated sands will be changed by the compressibility of gas. The critical stress ratio at the liquefaction instability point decreases with the saturation

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https://doi.org/10.1007/978-3-662-12114-6es. It causes modifications in the soil micro-structure and may modify the mechanical behaviour of the soil leading to deformations at the macroscopic scale. Therefore, the aim of this study is to investigate the consequences of internal erosion on the mechanical properties of the soil. We present s

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H. Bardenheuer,B. H?fling,A. Fabryof the soil mass. In the present study, firstly we have formulated the constitutive equations of the internal erosion, that is, the erosion criteria and the rate equation of the mass transfer. The driving force for erosion is assumed to be given by the interaction term, i.e. relative velocity betwee

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Euripides Papamichos,Panos Papanastasiou,Arcady DyCompiles peer-reviewed contributions to the 11th International Workshop on Bifurcation and Degradation in Geomaterials held in Limassol, Cyprus, 21-25 May 2017.This volume gathers a series of contribu

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