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Titlebook: Bifurcations, Instabilities and Degradations in Geomaterials; Richard Wan,Mustafa Alsaleh,Joe Labuz Book 2011 Springer-Verlag Berlin Heide

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期刊全称Bifurcations, Instabilities and Degradations in Geomaterials
影响因子2023Richard Wan,Mustafa Alsaleh,Joe Labuz
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发行地址Presents the state of the art of geomechanics, from fundamentals to applications, and promotes the multidisciplinary nature of geomaterials.Results of the 8th International Workshop on Bifurcations an
学科分类Springer Series in Geomechanics and Geoengineering
图书封面Titlebook: Bifurcations, Instabilities and Degradations in Geomaterials;  Richard Wan,Mustafa Alsaleh,Joe Labuz Book 2011 Springer-Verlag Berlin Heide
影响因子.Geomaterials exhibit complex but rich mechanical behaviour with a variety of failure modes ranging from diffuse to localized deformation depending on stress, density, microstructure, and loading conditions. These failure modes are a result of an instability of material and/or geometric nature that can be studied within the framework of bifurcation theory. Degradation is another related phenomenon arising from cyclic loading, ageing, weathering, chemical attack, and capillary effects, among others. The methodology of analyzing the various types of instabilities is crucial in the adequate modelling and safe design of numerous problems in geomechanics..The present volume contains a sampling of enlarged versions of papers presented at the .International Workshop on Bifurcation and Degradations in Geomaterials .(IWBDG 2008) held in Lake Louise, Alberta, Canada, May 28-31, 2008. These papers capture the state-of-the-art in the specialized field of geomechanics and contemporary approaches to solving the central issue of failure. Some engineering applications are presented in the areas of energy resource extraction and soil-machine interaction.. . .
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Bifurcations, Instabilities and Degradations in Geomaterials978-3-642-18284-6Series ISSN 1866-8755 Series E-ISSN 1866-8763
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https://doi.org/10.1007/978-3-642-18284-6Bifurcation; Degradation; Geomaterials; Geomechanics; Instability; Petroleum Geomechanic; Soil-Machine Int
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978-3-662-50238-9Springer-Verlag Berlin Heidelberg 2011
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https://doi.org/10.1007/978-1-349-09528-5e it easy to define the notion from a phenomenological point of view. On the other hand, this notion is essential for civil engineers since projects have to be designed so as no failure is expected to occur. We herein consider the failure mode related to the creation of kinetic energy, without chang
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https://doi.org/10.1007/978-1-349-09528-5ze these types of problems, we have adopted the micromechanics model developed by Chang and Hicher for modelling granular material behaviour. The stress-strain relationship for a granular assembly is determined by integrating the behaviour of the inter-particle contacts in all orientations. The cons
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Discipline and Grievance Interviews,ials. The question has now taken on a more important and practical relevance over the intervening years, this in part motivated by various forms of failure such as strain localization and diffuse instability in geomaterials. According to classical theories, failure is largely seen as a condition of
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