| 書(shū)目名稱 | Modelling of Soil Behaviour with Hypoplasticity | | 副標(biāo)題 | Another Approach to | | 編輯 | David Ma?ín | | 視頻video | http://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(shū)名稱 | Springer Series in Geomechanics and Geoengineering | | 圖書(shū)封面 |  | | 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 | | doi | https://doi.org/10.1007/978-3-030-03976-9 | | isbn_ebook | 978-3-030-03976-9Series ISSN 1866-8755 Series E-ISSN 1866-8763 | | issn_series | 1866-8755 | | copyright | Springer Nature Switzerland AG 2019 |
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