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Titlebook: Innovative Solutions for Deep Foundations and Retaining Structures; Proceedings of the 3 Pedro Pinto,Chang-Yu Ou,Hany Shehata Conference pr

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書目名稱Innovative Solutions for Deep Foundations and Retaining Structures
副標題Proceedings of the 3
編輯Pedro Pinto,Chang-Yu Ou,Hany Shehata
視頻videohttp://file.papertrans.cn/468/467484/467484.mp4
概述Presents the state of the art and practice on the analysis and design of piles under axial and lateral loading.Provides the state of the art and practice on the long-term increase in pile capacity (or
叢書名稱Sustainable Civil Infrastructures
圖書封面Titlebook: Innovative Solutions for Deep Foundations and Retaining Structures; Proceedings of the 3 Pedro Pinto,Chang-Yu Ou,Hany Shehata Conference pr
描述This edited book’s theme is organized as a part of the GeoMEast 2019 International Congress and Exhibition that was held in Cairo, Egypt, on November 10–14 2019..The editors like to express their deep appreciation and gratitude to the authors for their valuable contributions to the GeoMEast 2019 proceedings and to all session chairs and reviewers for their sincere efforts to make this book a reality. The editors are very grateful to have this opportunity to participate in organizing this GeoMEast 2019 conference and hope that this book theme is a valuable reference to the civil/geotechnical engineering community worldwide..
出版日期Conference proceedings 2020
關鍵詞Axial pile capacity; Soil-Structure Interaction; Lateral pile capacity; Pile group; Pile setup; Numerical
版次1
doihttps://doi.org/10.1007/978-3-030-34190-9
isbn_softcover978-3-030-34189-3
isbn_ebook978-3-030-34190-9Series 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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Conference proceedings 202010–14 2019..The editors like to express their deep appreciation and gratitude to the authors for their valuable contributions to the GeoMEast 2019 proceedings and to all session chairs and reviewers for their sincere efforts to make this book a reality. The editors are very grateful to have this opp
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Study of Slope Stability Using Piles, Pathological Case in Mostaganem, Algeria,f the safety coefficient and determine the effective position of the piles that allows to improve the security of unstable slopes using a numerical calculation by the code Plaxis 2D..This study will be followed by an application of a pathological case in the field of Public Works.
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A. Belghit,S. M. A. Bourdim,A. Benanane,N. Bouhamou
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Innovative Solutions for Deep Foundations and Retaining StructuresProceedings of the 3
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