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Titlebook: Constitutive Modeling of Geomaterials; Advances and New App Qiang Yang,Jian-Min Zhang,Yangping Yao Conference proceedings 2013 Springer-Ver

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發(fā)表于 2025-3-21 18:59:31 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Constitutive Modeling of Geomaterials
副標(biāo)題Advances and New App
編輯Qiang Yang,Jian-Min Zhang,Yangping Yao
視頻videohttp://file.papertrans.cn/236/235901/235901.mp4
概述Latest research on Constitutive Modeling of Geomaterials.Results of the symposium “Constitutive Modeling of Geomaterials: Advances and New Applications” held October 15 -16, 2012.Written by leading ex
叢書名稱Springer Series in Geomechanics and Geoengineering
圖書封面Titlebook: Constitutive Modeling of Geomaterials; Advances and New App Qiang Yang,Jian-Min Zhang,Yangping Yao Conference proceedings 2013 Springer-Ver
描述.The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (IS-Model 2012), is to be held in Beijing, China, during October 15-16, 2012. The symposium is organized by Tsinghua University, the International Association for Computer Methods and Advances in Geomechanics (IACMAG), the Committee of Numerical and Physical Modeling of Rock Mass, Chinese Society for Rock Mechanics and Engineering, and the Committee of Constitutive Relations and Strength Theory, China Institution of Soil Mechanics and Geotechnical Engineering, China Civil Engineering Society. This Symposium follows the first successful International Workshop on Constitutive Modeling held in Hong Kong, which was organized by Prof. JH Yin in 2007..?.Constitutive modeling of geomaterials has been an active research area for a long period of time. Different approaches have been used in the development of various constitutive models. A number of models have been implemented in the numerical analyses of geotechnical structures. The objective of the symposium is to provide a forum for researchers and engineers working or interested in the area of constitutive modeling to meet togeth
出版日期Conference proceedings 2013
關(guān)鍵詞Constitutive Modeling; Geoengineering; Geomaterials; Geomechanics
版次1
doihttps://doi.org/10.1007/978-3-642-32814-5
isbn_softcover978-3-662-52170-0
isbn_ebook978-3-642-32814-5Series ISSN 1866-8755 Series E-ISSN 1866-8763
issn_series 1866-8755
copyrightSpringer-Verlag Berlin Heidelberg 2013
The information of publication is updating

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Rate Dependent Elastoviscoplastic Model,oposed to define the static yield surface. The model is validated with respect to test data for two materials: a soil (glacial till) and an alloy (solder). The correlations between model predictions and test data are very good. Thus, the proposed model can be used to characterize the behavior of materials that depend on strain rate and creep.
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Comparison of Anisotropic Rate-Dependent Models at Element Level,al simulations against element level tests, using objective parameters, suggest that EVP-SCLAY1 is able to give a better representation of the clay response at element tests than ACM in 1D loading, but the latter gives a better prediction for undrained strength.
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Influence of Recycled Asphalt Pavement on Creep Compliance of Hot Mix Asphalt,d and tested for creep compliance. It was found that at lower temperature, the mix containing 25% RAP content is stiffer, as indicated by higher creep compliance values. At higher temperature, however, the mix containing 40% RAP is stiffer as compared to that containing 25% RAP.
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