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Titlebook: Modelling of Soil Behaviour with Hypoplasticity; Another Approach to David Ma?ín Book 2019 Springer Nature Switzerland AG 2019 Constitutiv

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發(fā)表于 2025-3-21 18:45:14 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Modelling of Soil Behaviour with Hypoplasticity
副標(biāo)題Another Approach to
編輯David Ma?ín
視頻videohttp://file.papertrans.cn/637/636665/636665.mp4
概述Explains the hypoplastic model structure.Introduces readers to specific hypoplastic models for soils, with a focus on two particular models: models for sand and models for clay.An essential resource,
叢書名稱Springer Series in Geomechanics and Geoengineering
圖書封面Titlebook: Modelling of Soil Behaviour with Hypoplasticity; Another Approach to  David Ma?ín Book 2019 Springer Nature Switzerland AG 2019 Constitutiv
描述.This book explains the hypoplastic modelling framework. It is divided into two parts, the first of which is devoted to principles of hypoplasticity. First, the basic features of soil’s mechanical behaviour are introduced, namely non-linearity and asymptotic properties. These features are then incorporated into simple one-dimensional hypoplastic equations for compression and shear. Subsequently, a hypoplastic equivalent of the Modified Cam-Clay model is developed in 2D space using stress and strain invariants to demonstrate key similarities and differences between elasto-plastic and hypoplastic formulations. Lastly, the mathematical structure of hypoplastic models is explained by tracing their historical development, from the early trial-and-error models to more recent approaches. In turn, Part II introduces specific hypoplastic models for soils. First, two reference models for sand and clay are defined. After summarising their mathematical formulations, calibration procedures are described and discussed. Subsequently, more advanced modelling approaches are covered: the intergranular strain concept incorporating the effects of small strain stiffness and cyclic loading, viscohypopla
出版日期Book 2019
關(guān)鍵詞Constitutive Modeling; Hypoplasticity; Unsaturated Soils; Soil Structure; Soil Constitutive Modelling
版次1
doihttps://doi.org/10.1007/978-3-030-03976-9
isbn_ebook978-3-030-03976-9Series 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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沙發(fā)
發(fā)表于 2025-3-21 21:17:08 | 只看該作者
Springer Series in Geomechanics and Geoengineeringhttp://image.papertrans.cn/m/image/636665.jpg
板凳
發(fā)表于 2025-3-22 00:58:32 | 只看該作者
https://doi.org/10.1007/978-3-030-03976-9Constitutive Modeling; Hypoplasticity; Unsaturated Soils; Soil Structure; Soil Constitutive Modelling
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發(fā)表于 2025-3-22 05:58:20 | 只看該作者
Springer Nature Switzerland AG 2019
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發(fā)表于 2025-3-22 18:21:09 | 只看該作者
1866-8755 models for sand and models for clay.An essential resource, .This book explains the hypoplastic modelling framework. It is divided into two parts, the first of which is devoted to principles of hypoplasticity. First, the basic features of soil’s mechanical behaviour are introduced, namely non-linear
8#
發(fā)表于 2025-3-22 21:59:40 | 只看該作者
Book 2019clay are defined. After summarising their mathematical formulations, calibration procedures are described and discussed. Subsequently, more advanced modelling approaches are covered: the intergranular strain concept incorporating the effects of small strain stiffness and cyclic loading, viscohypopla
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發(fā)表于 2025-3-23 03:05:41 | 只看該作者
1866-8755 s are described and discussed. Subsequently, more advanced modelling approaches are covered: the intergranular strain concept incorporating the effects of small strain stiffness and cyclic loading, viscohypopla978-3-030-03976-9Series ISSN 1866-8755 Series E-ISSN 1866-8763
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發(fā)表于 2025-3-23 05:38:52 | 只看該作者
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