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Titlebook: Numerical Analysis of Nonlinear Coupled Problems; Proceedings of the 1 Hany Shehata,Youssef Rashed Conference proceedings 2018 Springer Int

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發(fā)表于 2025-3-21 17:12:40 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Numerical Analysis of Nonlinear Coupled Problems
副標(biāo)題Proceedings of the 1
編輯Hany Shehata,Youssef Rashed
視頻videohttp://file.papertrans.cn/669/668947/668947.mp4
概述Focuses on geotechnical structures designs.Includes how to proper modelling the foundation and infrastructure works using the numerical analysis.Discuses field experience through case studies.Covers m
叢書名稱Sustainable Civil Infrastructures
圖書封面Titlebook: Numerical Analysis of Nonlinear Coupled Problems; Proceedings of the 1 Hany Shehata,Youssef Rashed Conference proceedings 2018 Springer Int
描述.This volume deals with numerical simulation of coupled problems in soil mechanics and foundations. It contains analysis of both shallow and deep foundations. Several nonlinear problems are considered including, soil plasticity, cracking, reaching the soil bearing capacity, creep, etc. Dynamic analysis together with stability analysis are also included. Several numerical models of dams are considered together with coupled problems in soil mechanics and foundations. It gives wide range of modelling soil in different parts of the world. This volume is part of the proceedings of the 1st GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2017..
出版日期Conference proceedings 2018
關(guān)鍵詞Soil-Structure Interaction; Nonlinear; Dams; Coupled Problems; Foundations; Geotechnical Software
版次1
doihttps://doi.org/10.1007/978-3-319-61905-7
isbn_softcover978-3-319-61904-0
isbn_ebook978-3-319-61905-7Series ISSN 2366-3405 Series E-ISSN 2366-3413
issn_series 2366-3405
copyrightSpringer International Publishing AG 2018
The information of publication is updating

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發(fā)表于 2025-3-21 22:44:51 | 只看該作者
Numerical Analysis of Nonlinear Coupled Problems978-3-319-61905-7Series ISSN 2366-3405 Series E-ISSN 2366-3413
板凳
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Sustainable Civil Infrastructureshttp://image.papertrans.cn/n/image/668947.jpg
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https://doi.org/10.1007/978-3-319-61905-7Soil-Structure Interaction; Nonlinear; Dams; Coupled Problems; Foundations; Geotechnical Software
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發(fā)表于 2025-3-22 11:48:55 | 只看該作者
Evaporation Rate Dependence with Saturation Degree,determining potential evaporation (PE). Water retention is a soil characteristic that will directly influence actual evaporation (AE). The objective of this paper is to determine the evaporation rate as a function of the degree of saturation of the soil.
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Static Liquefaction Analysis of the Limonar Tailings Dam in Peru,tion, the main cause of the collapse of several tailings dams. This paper investigates the liquefaction potential of a copper tailings dam situated in Peru. Results from an empirical method, based on Standard Penetration Test data, are compared with those obtained with a more complex analysis carrie
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