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Titlebook: Desiderata Geotechnica; Wei Wu Conference proceedings 2019 Springer Nature Switzerland AG 2019 Geomaterials.Geomechanics.Constitutive Mode

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发表于 2025-3-21 18:16:26 | 显示全部楼层 |阅读模式
书目名称Desiderata Geotechnica
编辑Wei Wu
视频video
概述Presents contributions to a workshop dedicated to Prof. Gerd Gudehus on the occasion of his 80th birthday and held in Vienna, Austria, on 14-16 August 2018.Covers diverse topics that reflect the bread
丛书名称Springer Series in Geomechanics and Geoengineering
图书封面Titlebook: Desiderata Geotechnica;  Wei Wu Conference proceedings 2019 Springer Nature Switzerland AG 2019 Geomaterials.Geomechanics.Constitutive Mode
描述.This book presents contributions to a workshop dedicated to Prof. Gerd Gudehus on the occasion of his 80th birthday and held in Vienna, Austria, on 14-16 August 2018. The articles gathered here, many of which were written by former students, friends and colleagues of Prof. Gudehus, cover diverse topics that reflect the breadth and depth of geomechanics research. Consequently, they offer a valuable source of ideas and inspiration on areas ranging from sophisticated constitutive models to advanced numerical methods, from particles to continua, and from fractals of geomaterials to the design of offshore wind turbine foundations.   .
出版日期Conference proceedings 2019
关键词Geomaterials; Geomechanics; Constitutive Model; Numerical Simulation; Gudehus Workshop; China-Europe Conf
版次1
doihttps://doi.org/10.1007/978-3-030-14987-1
isbn_ebook978-3-030-14987-1Series ISSN 1866-8755 Series E-ISSN 1866-8763
issn_series 1866-8755
copyrightSpringer Nature Switzerland AG 2019
The information of publication is updating

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The Development of the Material Point Method for Simulating Nonlocal Failure Evolution Involved in odels cannot predict the real physics associated with the interfacial failure evolution. Since its first journal paper was published in 1994, the Material Point Method (MPM, .), which is a spatial discretization extension from computational fluid dynamics to solid dynamics, has evolved with applicat
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Modelling of Shaking-Induced Slope Displacements During Strong Earthquakes,the KIT (former TU Karlsruhe) under the guidance of Prof. Gudehus, is applied for the simulation of the dynamic response of slopes during strong earthquakes. The model captures the main features of mechanical behavior of coarse and fine-grained soils under seismic-induced alternating shearing and is
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Hypoplastic Prediction of Path-Dependent Failure in True Triaxial Tests of Granular Soils,lastic model for granular soils, a bifurcation condition is formulated for general stress state. The possibility of localized failure in true triaxial tests is investigated by examining the bifurcation condition in element tests following different stress paths. Three situations depending on stress
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Constitutive Relations from Particle Simulations,s. The transients between fluid - and solid-like behavior can be intermittent and sometimes both states coexist in steady-state. Bridging the gap between the particulate, microscopic picture (velocities, forces) on the particle scale and their continuum description (strain and stress) via a so-calle
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