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Titlebook: Geotechnical Design to Eurocode 7; Trevor L. L. Orr,Eric R. Farrell Book 1999 Springer-Verlag London Limited 1999 Eurocode 7.Geotechnical

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发表于 2025-3-21 19:52:47 | 显示全部楼层 |阅读模式
书目名称Geotechnical Design to Eurocode 7
编辑Trevor L. L. Orr,Eric R. Farrell
视频video
概述This book explains how the principles of EC7, are applied in practice.Simple, clear and detailed explanation of the formal Eurocode language.Demonstration is provided through the use of many practical
图书封面Titlebook: Geotechnical Design to Eurocode 7;  Trevor L. L. Orr,Eric R. Farrell Book 1999 Springer-Verlag London Limited 1999 Eurocode 7.Geotechnical
描述The purpose of this book is to explain the philosophy set out in Eurocode 7, the new European code of practice for geotechnical design, and, by means of series of typical examples, to show how this philosophy is used in practice. This book is aimed at: • practising engineers, to assist them to carry out geotechnical designs to Eurocode 7 using the limit state design method and partial factors; • lecturers and students on courses where design to Eurocode 7 is being taught. It is envisaged that practising engineers, using this book to assist them carry out geotechnical designs to Eurocode 7, will have access to the prestandard version of Eurocode 7, ENV 1997 -I, so the authors have concentrated on the main principles and have not provided a commentary on all the clauses. However sufficient detail has been included in the book to enable it to be used on its own by those learning the design principles who may not have access to Eurocode 7. For example, the values of the partial factors and the principal equations given in Eurocode 7 have been included and these are used in the design examples in this book. To assist the reader, the numbering, layout and titles of the chapters closely f
出版日期Book 1999
关键词Eurocode 7; Geotechnical Design to Eurocode 7; civil engineering; design methods; limit state design; mai
版次1
doihttps://doi.org/10.1007/978-1-4471-0803-0
isbn_softcover978-1-4471-1206-8
isbn_ebook978-1-4471-0803-0
copyrightSpringer-Verlag London Limited 1999
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Hysterese- und Nachwirkungsprobleme,licable, may not be sufficient for the design of dykes and dams because of the higher risk associated with water retaining structures. Such structures would normally be classified as GC3 and therefore, according to ., additional investigations and analyses are required.
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.Demonstration is provided through the use of many practicalThe purpose of this book is to explain the philosophy set out in Eurocode 7, the new European code of practice for geotechnical design, and, by means of series of typical examples, to show how this philosophy is used in practice. This book
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,Entwicklung eines Schneiden-Prüfgeräts,partial factors on loads and material parameters, and the calculations for checking the ultimate and serviceability limit states. The requirements for presenting the results of a geotechnical design in a Geotechnical Design Report are also given in Section 2.
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