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Titlebook: Challenges and Innovations in Geomechanics; Proceedings of the 1 Marco Barla,Alice Di Donna,Donatella Sterpi Conference proceedings 2021 Th

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書目名稱Challenges and Innovations in Geomechanics
副標(biāo)題Proceedings of the 1
編輯Marco Barla,Alice Di Donna,Donatella Sterpi
視頻videohttp://file.papertrans.cn/224/223400/223400.mp4
概述Volume 2 includes the sections Application in Geotechnical Engineering, Environmental Geomechanics, and Geomechanics for Energy.Presents the state of the art in computational geomechanics.Gathers the
叢書名稱Lecture Notes in Civil Engineering
圖書封面Titlebook: Challenges and Innovations in Geomechanics; Proceedings of the 1 Marco Barla,Alice Di Donna,Donatella Sterpi Conference proceedings 2021 Th
描述.This book gathers the latest advances, innovations, and applications in the field of computational geomechanics, as presented by international researchers and engineers at the 16th?International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG 2020/21). Contributions include a?wide range of topics in geomechanics such as: monitoring and remote sensing, multiphase modelling, reliability and risk analysis, surface structures, deep structures, dams and earth?structures, coastal engineering, mining engineering, earthquake and dynamics, soil-atmosphere interaction, ice mechanics, landfills and waste disposal, gas and petroleum engineering,?geothermal energy, offshore technology, energy geostructures, geomechanical numerical models and computational rail geotechnics..
出版日期Conference proceedings 2021
關(guān)鍵詞IACMAG; computational geomechanics; risk analysis; Ice mechanics; Coastal engineering; Offshore technolog
版次1
doihttps://doi.org/10.1007/978-3-030-64518-2
isbn_softcover978-3-030-64520-5
isbn_ebook978-3-030-64518-2Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl
The information of publication is updating

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Elasto-Plastic Numerical Analyses for Predicting Cave-Ins of Tunnels and Cavernsften occur during the excavation of tunnels and caverns, particularly those excavated in weak rocks and in highly jointed rock masses. However, cave-ins cannot be predicted by conventional elasto-plastic numerical analyses even though commercially available computer software is used. This is probabl
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Consideration on Limit Load Space of Footing on Various Soils Under Eccentric Vertical Loadoil, using the rigid finite element method (RPFEM). For the sandy soil, the study newly introduces an interface element into the footing-soil system to properly evaluate the interaction between the footing and the soil, which greatly affects the failure mechanism of the footing-soil system. For the
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