声明
1 Introduction
1.1 Research Background
1.2 Scope of Present Work
1.3 Limitations of Current Study
1.4 Thesis Organization
2 Literature Review
2.1 Suction Caisson
2.2 History and Types of Suction Caisson
2.3 Developments of Suction Caisson
2.4 Applications of Suction Caisson
2.5 Cases of Failures of Platforms/Wind Turbines
2.6 Research Status at China and Abroad
2.7 Chapter Summary
3 Methodology
3.1 Finite Element Mesh and Boundaries
3.2 Constitutive Model of Marine Clay
3.3 Constitutive Model of Caisson
3.4 Soil-Caisson Interaction:
4 Results and Analysis
4.1 Effect of Soil Friction Angle on the Pullout Capacity of Caisson under Undrained Conditions
4.2 Effect of Soil Cohesion on the Pullout Capacity of Caisson under Undrained Conditions
4.3 Finite Element Analysis Results and Comparison
4.4 Behaviour of Suction Caisson Wall and Soil Interface
4.5 Validation of Numerical Model
5 Conclusions
5.1 Main Findings and Summary
5.2 Future Directions and Recommendations
参考文献
Research Projects and Publications during master study
致谢
大连理工大学;
