By R. Chambon (auth.), Stéphane Bonelli, Cristian Dascalu, François Nicot (eds.)
This ebook provides contributions to the ninth foreign Workshop on Bifurcation and Degradation in Geomaterials held in Porquerolles, France, might 23-26, 2011. This sequence of meetings, all started within the early Eighties, is devoted to the study on degradation and instability phenomena in geomaterials.
The quantity gathers a chain of manuscripts through remarkable foreign students reflecting fresh traits in theoretical and experimental learn in geomechanics. It comprises contributions on subject matters like instability research, localized and diffuse failure description, multi-scale modeling and purposes to geo-environmental issues.
This booklet should be invaluable for someone drawn to the study on degradation and instabilities in geomechanics and geotechnical engineering, beautiful to graduate scholars, researchers and engineers alike.
Read or Download Advances in Bifurcation and Degradation in Geomaterials: Proceedings of the 9th International Workshop on Bifurcation and Degradation in Geomaterials PDF
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5(2), 193–201 (1994) R. Nova, The role of non-normality in soil mechanics and some of its mathematical consequences. Comput. Geotech. 31, 185–191 (2004) R. Verdugo, K. Ishihara, The steady state of sandy soils. Soils Found. 36(2), 81–91 (1996) Observation of Microstructural Changes and Strain Localization of Unsaturated Sands Using Microfocus X-ray CT Y. Higo, F. Oka, S. Kimoto, T. Sanagawa, and Y. Matsuhima Abstract It is known that unsaturated soil exhibits more brittle failure due to the collapse of the water meniscus, caused by shearing or the infiltration of water, than saturated soil.
This is somewhat a counterintuitive finding as the shear strength (a monotonous function of Á) does not follow the trend of solid fraction (nonmonotonous). 4 Granular Texture and Force Transmission Remembering that RCR particles are clumps of two disks with one rectangle, a major effect of elongation is then to allow for multiple contacts between two touching particles: cap-to-cap (cc), cap-to-side (cs) and side-to-side (ss) contacts in each packing. The side-to-side or side-to-cap contacts are able to accommodate force lines that are usually unsustainable by cap-to-cap contacts.
2 Locations of the cross sections S-2(Center) F-2 (Center) A-1 A-2 X-ray A-3 grey or black are clearly seen in the CT images. Volume expansion partly due to positive dilatancy probably occurs in the lower density regions. Thus, we can assume the lower density regions as shear bands. In the partially saturated specimen, the cone type of shear bands develop from the top and the bottom of the specimen, while radial shear bands appear in the middle of the specimen. , Desrues et al. (1996). The shear bands that developed in the partially saturated specimen are the clearest among these three cases.