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Titlebook: Latest Thoughts on Ground Improvement Techniques; Proceedings of the 2 Hany Shehata,Harry Poulos Conference proceedings 2019 The Editor(s)

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書(shū)目名稱Latest Thoughts on Ground Improvement Techniques
副標(biāo)題Proceedings of the 2
編輯Hany Shehata,Harry Poulos
視頻videohttp://file.papertrans.cn/582/581844/581844.mp4
概述Provides engineers and researchers with an update on the recent development in ground improvement techniques.Provides engineers and researchers with an update on the analysis and design of important s
叢書(shū)名稱Sustainable Civil Infrastructures
圖書(shū)封面Titlebook: Latest Thoughts on Ground Improvement Techniques; Proceedings of the 2 Hany Shehata,Harry Poulos Conference proceedings 2019 The Editor(s)
描述The volume contains research studies that cover a wide range of topics related to ground improvement and subsurface structures. This selection of papers represents the state-of-the-art in the analysis and design of different techniques of the ground improvement and deep mixing techniques. It provides engineers and researchers with an update on the recent development in ground improvement techniques and on the analysis and design of important soil structures problems. The volume is based on the best contributions to the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 – The official international congress of the Soil-Structure Interaction Group in Egypt (SSIGE).
出版日期Conference proceedings 2019
關(guān)鍵詞Stone Columns; Soil-Structure Interaction; Ground Improvement; Vacuum Consolidation; Deep Mixing
版次1
doihttps://doi.org/10.1007/978-3-030-01917-4
isbn_softcover978-3-030-01916-7
isbn_ebook978-3-030-01917-4Series ISSN 2366-3405 Series E-ISSN 2366-3413
issn_series 2366-3405
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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Stabilization of Subgrade Soil Using Polyacrylamide-Based Additive,ts showed a significant overall increase in strength for all soil types with varying degrees. The results also showed improvements in bearing capacity of all the treated soils and their erosion resistance.
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Best Practice and Minimum Standard in Prefabricated Vertical Drain Execution,oal of zero accidents. Since the basic idea is a combined application of PVD with a surcharge both parts of the system has to be executed in the correct way and monitored accurately, mainly using settlement points.
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Behavior of Ordinary and Encased Stone Columns End-Bearing and Floating in Soft Clay (Numerical Modort Said region so the partial penetrating column is a suitable solution of this case. In this Paper, finite element analyses were conducted with using the software PLAXIS 3D. This paper discuss column length effect on vertical settlement, excess pore pressure, and stress concentration ratio with respect to encasement.
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