Fundamental studies on numerical analysis of plastic flow in geomechanics 塑性破壊領域を含む地盤変形問題の解析
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著者
書誌事項
- タイトル
-
Fundamental studies on numerical analysis of plastic flow in geomechanics
- タイトル別名
-
塑性破壊領域を含む地盤変形問題の解析
- 著者名
-
關口, 宏二
- 著者別名
-
セキグチ, コウジ
- 学位授与大学
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京都大学
- 取得学位
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博士 (工学)
- 学位授与番号
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乙第8282号
- 学位授与年月日
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1993-07-23
注記・抄録
博士論文
目次
- 論文目録 / (0001.jp2)
- TABLE OF CONTENTS / p5 (0008.jp2)
- ABSTRACT / p1 (0004.jp2)
- ACKNOWLEDGEMENTS / p3 (0006.jp2)
- TABLE OF CONTENTS / p5 (0008.jp2)
- CHAPTER1 INTRODUCTION / p1 (0012.jp2)
- 1.1 OBJECTIVE OF PRESENT STUDY / p1 (0012.jp2)
- 1.2 LAYOUT OF PRESENT THESIS / p2 (0013.jp2)
- REFERENCES / p5 (0014.jp2)
- CHAPTER2 REVIEW OF PREVIOUS WORK / p7 (0015.jp2)
- 2.1 INTRODUCTION / p7 (0015.jp2)
- 2.2 THEORY OF VISCOPLASTICITY FOR GEOMECHANICS / p10 (0017.jp2)
- 2.3 BEARING CAPACITY OF SHALLOW FOUNDATIONS/SLOPE STABILITY / p11 (0017.jp2)
- 2.4 TUNNELLING PROBLEMS / p12 (0018.jp2)
- 2.5 SOIL-STRUCTURE INTERACTION USING INTERFACE ELEMENTS / p14 (0019.jp2)
- 2.6 MULTI-LAMINATE MODEL / p17 (0020.jp2)
- 2.7 OTHER APPLICATIONS / p18 (0021.jp2)
- 2.8 SUMMARY AND CONCLUSIONS / p19 (0021.jp2)
- REFERENCES / p20 (0022.jp2)
- CHAPTER3 APPLICATION OF PSEUDO-VISCOPLASTICITY FOR CONTINUUM ELEMENT / p25 (0024.jp2)
- 3.1 INTRODUCTION / p25 (0024.jp2)
- 3.2 STABILITY AND CONVERGENCE CRITERIA / p25 (0024.jp2)
- 3.3 ACCURACY OF CONTINUUM ELEMENTS / p27 (0025.jp2)
- 3.4 SUMMARY AND CONCLUSIONS / p33 (0028.jp2)
- REFERENCES / p33 (0028.jp2)
- CHAPTER4 APPLICATION OF PSEUDO-VISCOPLASTICITY FOR JOINT ELEMENT / p34 (0029.jp2)
- 4.1 INTRODUCTION / p34 (0029.jp2)
- 4.2 FORMULATION OF 6-NODED JOINT ELEMENT / p35 (0030.jp2)
- 4.3 PSEUDO-VISCOPLASTICITY FOR NON-LINEAR JOINT ELEMENT / p38 (0031.jp2)
- 4.4 NUMERICAL STABILITY AND ACCURACY / p44 (0034.jp2)
- 4.5 OPTIMIZATION OF PSEUDO-VISCOPLASTIC PARAMETERS / p60 (0042.jp2)
- 4.6 SUMMARY AND CONCLUSIONS / p62 (0043.jp2)
- REFERENCES / p63 (0044.jp2)
- CHAPTER5 LARGE DEFORMATION AND FACE INSTABILITY IN TUNNELLING THROUGH THICK FAULT ZONES / p64 (0044.jp2)
- 5.1 INTRODUCTION / p64 (0044.jp2)
- 5.2 CONCEPT OF THE LOAD SHEARING RATIO / p65 (0045.jp2)
- 5.3 STABILITY CONDITION AT THE ADVANCING FACE / p66 (0045.jp2)
- 5.4 LOAD SHEARING RATIO IN PLANE STRAIN CONDITION / p68 (0046.jp2)
- 5.5 3-D FINITE ELEMENT ANALYSIS OF THE ADVANCING FACE OF A TUNNEL / p69 (0047.jp2)
- 5.6 CASE HISTORY OF THE NABETACHIYAMA TUNNEL, JAPAN / p77 (0051.jp2)
- 5.7 SUMMARY AND CONCLUSIONS / p87 (0056.jp2)
- REFERENCES / p87 (0056.jp2)
- CHAPTER6 BEARING CAPACITY ANALYSIS OF SHALLOW FOUNDATIONS SUBJECTED TO INCLINED LOADS / p90 (0057.jp2)
- 6.1 INTRODUCTION / p90 (0057.jp2)
- 6.2 COMPARISON OF BEARING CAPACITY FACTORS / p91 (0058.jp2)
- 6.3 AN EXAMPLE OF PRACTICAL APPLICATION / p99 (0062.jp2)
- 6.4 SUMMARY AND CONCLUSIONS / p104 (0064.jp2)
- REFERENCES / p108 (0066.jp2)
- CHAPTER7 INTERACTION OF A CONCRETE DAM WITH A JOINTED ROCK FOUNDATION / p110 (0067.jp2)
- 7.1 INTRODUCTION / p110 (0067.jp2)
- 7.2 METHOD OF ANALYSIS / p111 (0068.jp2)
- 7.3 BARRETT CHUTE DAM / p116 (0070.jp2)
- 7.4 NUMERICAL MODELLING / p122 (0074.jp2)
- 7.5 RESULTS OF ANALYSES / p131 (0078.jp2)
- 7.6 SUMMARY AND CONCLUSIONS / p152 (0089.jp2)
- REFERENCES / p153 (0089.jp2)
- CHAPTER8 HOOP TENSION ANALYSES OF A STEEL CELL / p155 (0090.jp2)
- 8.1 INTRODUCTION / p155 (0090.jp2)
- 8.2 METHOD OF ANALYSIS / p157 (0091.jp2)
- 8.3 OBSERVED SOIL PRESSURE DISTRIBUTION OF A STEEL CELL / p157 (0091.jp2)
- 8.4 NUMERICAL MODELLING / p159 (0092.jp2)
- 8.5 RESULTS OF THE ANALYSES / p160 (0093.jp2)
- 8.6 SUMMARY AND CONCLUSIONS / p169 (0097.jp2)
- REFERENCES / p170 (0098.jp2)
- CHAPTER9 GROUND DEFORMATION DURING A BRACED EXCAVATION IN A THICK SOFT CLAY DEPOSIT / p172 (0099.jp2)
- 9.1 INTRODUCTION / p172 (0099.jp2)
- 9.2 METHOD OF ANALYSES / p173 (0100.jp2)
- 9.3 A BRACED EXCAVATION IN SOFT CLAY / p175 (0101.jp2)
- 9.4 NUMERICAL MODELLING / p180 (0103.jp2)
- 9.5 RESULTS OF ANALYSES / p183 (0105.jp2)
- 9.6 SUMMARY AND CONCLUSIONS / p192 (0109.jp2)
- REFERENCES / p192 (0109.jp2)
- CHAPTER10 CONCLUDING REMARKS / p196 (0111.jp2)