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

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發(fā)表于 2025-3-21 18:17:25 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱Bifurcation and Degradation of Geomaterials with Engineering Applications
期刊簡稱Proceedings of the 1
影響因子2023Euripides Papamichos,Panos Papanastasiou,Arcady Dy
視頻videohttp://file.papertrans.cn/186/185538/185538.mp4
發(fā)行地址Compiles 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
學(xué)科分類Springer Series in Geomechanics and Geoengineering
圖書封面Titlebook: Bifurcation and Degradation of Geomaterials with Engineering Applications; Proceedings of the 1 Euripides Papamichos,Panos Papanastasiou,Ar
影響因子.This book contains the scientific contributions to the 11th International Workshop on Bifurcation and Degradation in Geomaterials (IWBDG) held in Limassol-Cyprus, May 21-25, 2017. The IWBDG series have grown in size and scope, since their inception 30 years ago in Germany, covering more and wider areas of geomaterials and geomechanics research including modern trends. The papers cover a wide range of topics including advances in instabilities, localized and diffuse failure, micromechanical, multiscale phenomena, multiphysics modeling and other related topics. This volume gathers a series of manuscript by brilliant international scholars who work on modern recent advances in experimental, theoretical and numerical methods. The theoretical and applied mechanics are linked successfully with engineering applications in traditional and in emerging fields, such as geomechanics for the energy and the environment. The quality of the contributed papers has benefited from the peer review process by expert referees. This book can be used as a useful reference for research students, academics and practicing engineers who are interested in the instability and degradation problems in geomateria
Pindex Conference proceedings 2017
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Donald G. Rubenstein,Carol Zaheron. In the recent years, these techniques and methods have improved dramatically, allowing considerably more accurate measurement of displacement and strain field in the laboratory specimens. It is time to have a second look, with these new glasses, at some decades-old results, to assess what can be confirmed and what should be reconsidered.
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Interventional Cardiology Frankfurt 1989al evidence of localization, which occurred soon after the peak stress in both drained and undrained cases. These observations are in reasonable agreement with an analysis that predicted negative values of the critical hardening modulus (localization post-peak) for fluid-saturated sandstone under plane strain loading conditions.
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https://doi.org/10.1007/978-3-662-12114-6uch an investigation through numerical and experimental approaches. For the experimental approach, a newly developed suffusion test apparatus is used while for the numerical approach, a model is established based on the discrete element method (DEM) with a one-way fluid-solid coupling.
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