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Titlebook: Mechanics of Natural Solids; Dimitrios Kolymbas,Gioacchino Viggiani Book 2009 Springer-Verlag Berlin Heidelberg 2009 Fundament.Horto.Ice.N

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發(fā)表于 2025-3-21 19:37:09 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Mechanics of Natural Solids
編輯Dimitrios Kolymbas,Gioacchino Viggiani
視頻videohttp://file.papertrans.cn/629/628502/628502.mp4
概述Presents the lectures of the Symposium on Mechanics of Natural Solids, September 2009 in Horto, Greece.Delivers a paradigm for the interconnection of the mechanics of soil, rock, ice and snow.Presente
圖書封面Titlebook: Mechanics of Natural Solids;  Dimitrios Kolymbas,Gioacchino Viggiani Book 2009 Springer-Verlag Berlin Heidelberg 2009 Fundament.Horto.Ice.N
描述.This book presents the lectures of the Symposium on Mechanics of Natural Solids, hold from 7th to 9th September 2009 in Horto, Greece. It delivers a paradigm for the interconnection of the mechanics of soil, rock, ice and snow and also for the interdisciplinary character of the related research. Therefore, the presented lectures are of fundamental character and address the possible interfaces and the fascinating contents of the several subjects..
出版日期Book 2009
關(guān)鍵詞Fundament; Horto; Ice; Natural solids; Rock; Sand; Snow; soil
版次1
doihttps://doi.org/10.1007/978-3-642-03578-4
isbn_softcover978-3-642-42076-4
isbn_ebook978-3-642-03578-4
copyrightSpringer-Verlag Berlin Heidelberg 2009
The information of publication is updating

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Are we there yet? Following the energy trail in cohesionless granular solids,r materials under quasi-static loading. The exchanges and flow of energy within the deforming medium manifest themselves in the evolving kinematics and contact force distribution. As such, we focus on particle motion and the evolution of force chain networks, particularly within shear bands and unde
地板
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Micromechanical alternatives to phenomenological hardening plasticity,e to derive a theory that can describe the observed results using first principles. Some of the most classical models of soil mechanics are in fact heavily based on curvefitting procedures. Such models — e.g., critical state soil mechanics and kinematic hardening plasticity — are kept being used alb
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Mechanisms of localized deformation in geomaterials: an experimental insight using full-field measu of the mechanical behavior of such materials standard laboratory methods are insufficient as the majority of measurements are made at the sample scale and rarely at a local scale. X-ray tomography monitoring during loading allows high-resolution full-field observation of the development of deformat
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Two-dimensional Distinct Element Method (DEM) modeling of tectonic fault growth in mechanically layr modeling the growth of normal faults in layered sequences. The outcrop-scale models are comprised of strong and weak layers, modeled as bonded and non-bonded particles, respectively, which are deformed at various confining pressures using a pre-defined fault at the base of the periodically layered
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When geophysics met geomechanics: Imaging of geomechanical properties and processes using elastic w at depth in the earth, within geotechnical structures or within laboratory test specimens. The objective of this paper is to highlight at least some of the potential to use geophysics methods to aid geomechanical investigations, both at the laboratory and the real-world scales, by characterising pr
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