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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Book 1999principles 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

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Fill, Dewatering, Ground Improvement and Reinforcement,h may involve the use of fill or ground improvement processes are covered in the sections of EC7 dealing with the design of spread foundations, piles, retaining structures, and embankments and slopes.

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actors 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 f978-1-4471-1206-8978-1-4471-0803-0

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Basis of Geotechnical Design,res include the fundamental requirements to be satisfied, the factors to be considered in design, the selection of loads and material parameters, the partial factors on loads and material parameters, and the calculations for checking the ultimate and serviceability limit states. The requirements for

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Fill, Dewatering, Ground Improvement and Reinforcement, is because each of these processes is concerned with improving the properties of the ground, while the previous section, Section 4, is concerned with determining the properties of existing ground. Fill, dewatered and improved ground all have to satisfy the same fundamental requirements as existing

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Spread Foundations,dations. Spread foundations are foundations at shallow depths of burial where the ground resistance on the sides of the foundation does not contribute significantly to the bearing resistance. Some of the provisions in this Section may also apply to deep foundations, such as caissons and piers.