
Modern Geotechnical Design Codes of Practice
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Content
- Title Page
- Preface
- Contents
- Code Implementation
- Implementation and Evolution of Eurocode 7
- Harmonisation of Anchor Design Within Eurocode
- Eurocode 7 and Polish Practice: Implementation of Eurocode 7 in Poland
- An Explanation of Characteristic Values of Soil Properties in Eurocode 7
- Implementation of Eurocode 7 in German Geotechnical Design Practice
- Implementation of Eurocode 7 in French Practice by Means of National Additional Standards
- Implementing Eurocode 7 to Achieve Reliable Geotechnical Designs
- Dealing with Uncertainties in EC7 with Emphasis on Determination of Characteristic Soil Properties
- The Safety Concept in German Geotechnical Design Codes
- British Choices of Geotechnical Design Approach and Partial Factors for EC7
- Dutch Approach to Geotechnical Design by Eurocode 7, Based on Probabilistic Analyses
- Code Application
- Limit State Design of the Foundations of Concrete Gravity Dams - A Case Study
- Using Numerical Analysis with Geotechnical Design Codes
- Influence of Ground Water Level on Shallow Foundation Design. Application of EC7 Probabilistic and Deterministic Methods
- Reliability Based Design of Drilled Shafts: LRFD and Performance Based Design
- Application of Computational Limit Analysis in Ultimate Limit State Design
- Probabilistic Assignment of Design Strength for Sands from In-Situ Testing Data
- Experiences with Limit State Approach for Design of Spread Foundations in the Czech Republic
- Code Development
- AASHTO Geotechnical Design Specification Development in the USA
- Lessons Learned from LRFD Calibration of Reinforced Soil Wall Structures
- Geotechnical Design Code Development in Canada
- Can We Do Better than the Constant Partial Factor Design Format?
- Target Reliabilities and Partial Factors for Flood Defenses in the Netherlands
- Subject Index
- Author Index
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