| 摘要 | 第3-4页 |
| ABSTRACT | 第4-5页 |
| CHAPTER 1 LITERATURE REVIEW | 第9-33页 |
| 1.1 INTRODUCTION | 第9-10页 |
| 1.2 MOTIVATION FOR THE STUDY | 第10-11页 |
| 1.3 OBJECTIVE OF RESEARCH | 第11页 |
| 1.4 DYNAMIC PROBLEMS IN GEOTECHNICAL ENGINEERING | 第11-18页 |
| 1.4.2 CREATION AND ORIGINATION OF UNDERGROUND VIBRATIONS | 第11-12页 |
| 1.4.3 NATURE DISASTER EARTHQUAKE | 第12-13页 |
| 1.4.4 ROAD SYSTEM | 第13页 |
| 1.4.5 RAILWAYS SYSTEM | 第13-15页 |
| 1.4.6 BEHAVIOR OF BUILDINGS WHEN REACT WITH VIBRATIONS | 第15-17页 |
| 1.4.7 HEAVY EQUIPMENT EXHIBIT’S HIGH VIBRATIONS | 第17页 |
| 1.4.8 ELASTIC MEDIUM SUBJECTED TO MOVING LOADS | 第17页 |
| 1.4.9 TUNNEL STRUCTURE SUBJECTED TO MOVING LOADS | 第17-18页 |
| 1.5 LOAD GENERATION MECHANISM | 第18-21页 |
| 1.6 EVALUATION CRITERIA OF VIBRATION | 第21-23页 |
| 1.7 SOIL VIBRATIONS CAUSED BY UNDERGROUND MOVING TRAINS | 第23-32页 |
| 1.5.1 VIBRATION –PERFORMANCE MEASURES | 第23-24页 |
| 1.5.2 MODELLING OF VIBRATION FROM UNDERGROUND RAIL-WAYS | 第24页 |
| 1.5.3 WAVE PROPAGATION THROUGH THE SOIL | 第24-26页 |
| 1.5.4. FACTORS THAT INFLUENCE VIBRATION FROM UNDERGROUND RAIL- WAYS | 第26页 |
| 1.5.5 LARGE-SCALE MODELS OF VIBRATION FROM UNDERGROUND RAIL- WAYS | 第26-32页 |
| 1.8 OUTLINE OF THESIS | 第32-33页 |
| CHAPTER 2 DYNAMIC ANALYSIS MODULE IN FLAC3D | 第33-45页 |
| 2.0 INTRODUCTION OF FLAC3D FOR DYNAMIC PROBLEMS | 第34页 |
| 2.1 TYPES OF DYNAMIC | 第34-35页 |
| 2.2 PROPAGATION OF VIBRATION WAVES | 第35页 |
| 2.3 BOUNDARY CONDITION | 第35页 |
| 2.4 INITIAL CONDITIONS | 第35页 |
| 2.5 SUB GRID | 第35页 |
| 2.6 NULL ZONES | 第35-36页 |
| 2.7 SIGNIFICANCE OF FLAG IN GEOTECHNICAL ENGINEERING | 第36页 |
| 2.8 DISTINCTIVE SORT OF PROCEDURES CAN BE DONE IN FLAC | 第36-37页 |
| 2.9 THE MODEL GRID DESIGNING | 第37页 |
| 2.10 LINEAR METHOD –RELATION DESCRIPTION | 第37-38页 |
| 2.11 EQUIVALENT-LINEAR PROCESS CHARACTERISTICS | 第38-39页 |
| 2.12 FULLY NONLINEAR METHOD APPLICATIONS IN DYNAMIC ANALYSIS | 第39-41页 |
| 2.14 DYNAMIC MULTI-STEPPING | 第41-42页 |
| 2.15 QUIET BOUNDARIES | 第42-45页 |
| CHAPTER 3 RESPONSE OF BUILDING ON SHALLOW FOUNDATION | 第45-73页 |
| 3.1 INTRODUCTION | 第45-46页 |
| 3.2 EFFECT OF FREQUENCY | 第46-54页 |
| 3.3 EFFECT OF C/D | 第54-61页 |
| 3.4 EFFECT OF S/D | 第61-65页 |
| 3.5 EFFECT OF SOIL MODULUS | 第65-69页 |
| 3.6 PLASTICITY VERSES ELASTICITY | 第69-71页 |
| 3.7 SUMMARY | 第71-73页 |
| CHAPTER 4 RESPONSE OF BUILDING ON TREATED GROUND | 第73-93页 |
| 4.0 INTRODUCTION | 第73-74页 |
| 4.1 EFFECT OF FREQUENCY | 第74-78页 |
| 4.2 EFFECT OF MODULUS OF TREATED GROUND | 第78-83页 |
| 4.3 EFFECT OF DEPTH OF TREATED GROUND | 第83-87页 |
| 4.4 EFFECT OF CURTAIN LAYER | 第87-88页 |
| 4.5 EFFECT OF DEPTH OF TUNNEL | 第88-90页 |
| 4.6 EFFECT OF SPACING BETWEEN CENTERLINE OF BUILDING AND CENTER OFTUNNEL4.6. Effect of spacing between centerline of building and center of tunnel | 第90-91页 |
| 4.7 SUMMARY | 第91-93页 |
| CHAPTER 5 RESPONSE OF BUILDING ON PILE FOUNDATION | 第93-109页 |
| 5.1 INTRODUCTION | 第93-94页 |
| 5.2 EFFECT OF FREQUENCY ON PILED BUILDING | 第94-99页 |
| 5.3 EFFECT OF LENGTH OF PILE | 第99-103页 |
| 5.4 EFFECT OF PILE SPACING | 第103-107页 |
| 5.5 SUMMARY | 第107-109页 |
| CHAPTER 6 RESPONSE OF BUILDING WITH DIFFERENT STRUCTURE | 第109-129页 |
| 6.1 INTRODUCTION | 第109-111页 |
| 6.2 RESPONSE OF BUILDING BASEMENT | 第111-117页 |
| 6.3 RESPONSE OF MASONRY | 第117-122页 |
| 6.4 RESPONSE OF HIGH-RISE BUILDING WITH PILES | 第122-127页 |
| 6.5 SUMMARY | 第127-129页 |
| CHAPTER 7 CONCLUSION | 第129-131页 |
| REFERENCES | 第131-149页 |
| ACKNOWLEDGEMENTS | 第149页 |
