| 摘要 | 第1-5页 |
| ABSTRACT | 第5-9页 |
| Chapter One:Introduction | 第9-16页 |
| ·Research backgrounds and significance | 第9-10页 |
| ·The analysis of earthquake on Hainan | 第9-10页 |
| ·Research significance | 第10页 |
| ·Overview of the Red soil and research situation | 第10-14页 |
| ·Distribution and cause of formation | 第10-13页 |
| ·Domestic and abroad research on soil dynamic characteristics | 第13-14页 |
| ·The researcher contents | 第14-16页 |
| Chapter Two:The dynamic triaxial test research on Hainan red soil | 第16-46页 |
| ·Introduction | 第16页 |
| ·Dynamic triaxial test | 第16-22页 |
| ·Project Overview | 第16页 |
| ·The geotechnical engineering conditions | 第16-18页 |
| ·The preparation of soil samples | 第18-19页 |
| ·Test principle | 第19-20页 |
| ·Test Equipment | 第20页 |
| ·The test process | 第20-22页 |
| ·The analysis of dynamic strength | 第22-31页 |
| ·Dynamic shear stress-vibration curve | 第22页 |
| ·The selection of failure criterion | 第22-25页 |
| ·Different failure criteria | 第25-26页 |
| ·The relationship between the dynamic strength and vibration in different expression | 第26-27页 |
| ·The calculation of dynamic strength parameters | 第27-29页 |
| ·The influence of over-consolidation ratio on dynamic strength | 第29-31页 |
| ·The analysis of dynamic deformation | 第31-36页 |
| ·A summary of dynamic strain softening | 第31页 |
| ·Influence of cyclic stress ratio on soil | 第31-32页 |
| ·Influence of over-consolidation ratio | 第32-33页 |
| ·Establishment of the softening mode | 第33-34页 |
| ·Establishment of the softening model and determination of its parameters | 第34-36页 |
| ·The analysis of dynamic pore water pressure | 第36-44页 |
| ·Introduction of influence factor of dynamic pore pressure | 第36页 |
| ·The dynamic stress amplitude or dynamic strain amplitude | 第36-37页 |
| ·Influence of OCR on soil | 第37页 |
| ·Introduction of dynamic pore pressure models | 第37-41页 |
| ·Dynamic pore pressure model | 第41-44页 |
| ·Summary | 第44-46页 |
| Chapter Three:The analysis of Dynamic constitutive model | 第46-57页 |
| ·Introduction | 第46页 |
| ·The dynamic model | 第46-54页 |
| ·The characteristivs of dynamic constitutive relationship | 第46-47页 |
| ·Dynamic model overview | 第47-49页 |
| ·The equivalent linear model | 第49-51页 |
| ·The maximum dynamic modulus | 第51-52页 |
| ·The equivalent damping ratio | 第52-54页 |
| ·The analysis of equivalent linear model | 第54-56页 |
| ·Summary | 第56-57页 |
| Chapter Four: Comparative analysis of dynamic and static characteristics of Haikou red soil | 第57-74页 |
| ·Introduction | 第57页 |
| ·The analysis of static characteristics on Haikou red clay | 第57-64页 |
| ·The analysis of the strength | 第57-59页 |
| ·The analysis of strain | 第59-61页 |
| ·The analysis of Pore pressure | 第61-64页 |
| ·Elastic-plastic model analysis | 第64-69页 |
| ·Overview elasto-plastic model | 第64页 |
| ·Cambridge model theory | 第64-66页 |
| ·The determination of Cambridge model parameters | 第66-67页 |
| ·Analysis of model predictions | 第67-69页 |
| ·A Comparative Study of dynamic and static characteristics | 第69-72页 |
| ·The difference between dynamic load and static load | 第69页 |
| ·A Comparative Study overview | 第69-72页 |
| ·The analysis of strength comparative on Haikou red soil | 第72页 |
| ·Summary | 第72-74页 |
| Chapter Five:Conclusion and Prospect | 第74-76页 |
| ·Conclusion | 第74-75页 |
| ·Prospect | 第75-76页 |
| Bibliography | 第76-80页 |
| 致谢 | 第80-81页 |
| 攻读硕士学位期间主要科研和实践 | 第81页 |
