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Modern Geotechnical Design Codes of Practice: Implementation, Application and Development [Kõva köide]

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  • Formaat: Hardback, 344 pages
  • Ilmumisaeg: 15-Dec-2012
  • Kirjastus: IOS Press,US
  • ISBN-10: 1614991626
  • ISBN-13: 9781614991625
Teised raamatud teemal:
  • Formaat: Hardback, 344 pages
  • Ilmumisaeg: 15-Dec-2012
  • Kirjastus: IOS Press,US
  • ISBN-10: 1614991626
  • ISBN-13: 9781614991625
Teised raamatud teemal:
The ground is one of the most highly variable of engineering materials. It is therefore not surprising that geotechnical designs depend on local site conditions and local engineering experience. Engineering practices, relating to investigation and design methods (site understanding) and to safety levels acceptable to society, will therefore vary between different regions. The challenge in geotechnical engineering is to make use of worldwide geotechnical experience, established over many years, to aid in the development and harmonization of geotechnical design codes. Given the significant uncertainties involved, empiricism and engineering judgment will undoubtedly always be an essential element of geotechnical design. However, rigorous and scientific approaches based on probability theory are finding increased attention in the calibration of modern geotechnical codes of practice and these codes can and should be used to aid fundamental engineering judgment. Containing contributions on Code Implementation, Code Application and Code Development, this book provides a single resource that code developers, practitioners, and researchers can use to understand the different choices made by national code developers around the world. Furthermore, the book highlights some of the key challenges faced worldwide concerning the ongoing process of harmonizing geotechnical design code specifications.
Preface v
Code Implementation
Implementation and Evolution of Eurocode 7
3(12)
Andrew Bond
Harmonisation of Anchor Design Within Eurocode
15(10)
Eric R. Farrell
Eurocode 7 and Polish Practice: Implementation of Eurocode 7 in Poland
25(11)
Beata Gajewska
An Explanation of Characteristic Values of Soil Properties in Eurocode 7
36(10)
Michael A. Hicks
Implementation of Eurocode 7 in German Geotechnical Design Practice
46(14)
Kerstin Lesny
Implementation of Eurocode 7 in French Practice by Means of National Additional Standards
60(12)
Jean-Pierre Magnan
Sebastien Burlon
Implementing Eurocode 7 to Achieve Reliable Geotechnical Designs
72(15)
Trevor Orr
Dealing with Uncertainties in EC7 with Emphasis on Determination of Characteristic Soil Properties
87(15)
Hans R. Schneider
Mark A. Schneider
The Safety Concept in German Geotechnical Design Codes
102(14)
Bernd Schuppener
British Choices of Geotechnical Design Approach and Partial Factors for EC7
116(12)
Brian Simpson
Dutch Approach to Geotechnical Design by Eurocode 7, Based on Probabilistic Analyses
128(15)
Ton Vrouwenvelder
Adriaan van Seters
Geerhard Hannink
Code Application
Limit State Design of the Foundations of Concrete Gravity Dams - A Case Study
143(14)
Laura Caldeira
Maria Luisa B. Farinha
Emanuel Maranha das Neves
Jose V. Lemos
Using Numerical Analysis with Geotechnical Design Codes
157(14)
Andrew Lees
Influence of Ground Water Level on Shallow Foundation Design. Application of EC7 Probabilistic and Deterministic Methods
171(12)
Carlos Pereira
Laura Caldeira
Reliability Based Design of Drilled Shafts: LRFD and Performance Based Design
183(12)
Lance A. Roberts
Anil Misra
Application of Computational Limit Analysis in Ultimate Limit State Design
195(19)
Colin Smith
Probabilistic Assignment of Design Strength for Sands from In-Situ Testing Data
214(14)
Marco Uzielli
Paul W. Mayne
Mark J. Cassidy
Experiences with Limit State Approach for Design of Spread Foundations in the Czech Republic
228(15)
Martin Vanicek
Ivan Vanicek
Code Development
AASHTO Geotechnical Design Specification Development in the USA
243(18)
Tony M. Allen
Lessons Learned from LRFD Calibration of Reinforced Soil Wall Structures
261(16)
Richard J. Bathurst
Tony M. Allen
Yoshihisa Miyata
Bingquan Huang
Geotechnical Design Code Development in Canada
277(18)
Gordon A. Fenton
Can We Do Better than the Constant Partial Factor Design Format?
295(16)
Kok-Kwang Phoon
Jianye Ching
Target Reliabilities and Partial Factors for Flood Defenses in the Netherlands
311(18)
Timo Schweckendiek
Ton Vrouwenvelder
Ed Calle
Wim Kanning
Ruben Jongejan
Subject Index 329(2)
Author Index 331