Study on dynamic slope stability of fill-type dam models フィルダム模型の斜面の動的安定性に関する研究
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著者
書誌事項
- タイトル
-
Study on dynamic slope stability of fill-type dam models
- タイトル別名
-
フィルダム模型の斜面の動的安定性に関する研究
- 著者名
-
董, 軍
- 著者別名
-
トン, チュン
- 学位授与大学
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東京大学
- 取得学位
-
工学博士
- 学位授与番号
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甲第8950号
- 学位授与年月日
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1991-03-29
注記・抄録
博士論文
目次
- TABLE OF CONTENTS / p3 (0003.jp2)
- ACKNOWLEDGEMENTS / p1 (0002.jp2)
- TABLE OF CONTENTS / p3 (0003.jp2)
- CHAPTER1 INTRODUCTION / p1 (0006.jp2)
- 1.1 GENERAL DESCRIPTION / p1 (0006.jp2)
- 1.2 BRIEF REVIEW OF PREVIOUS STUDIES / p3 (0007.jp2)
- 1.3 OBJECTIVES OF THE PRESENT STUDY / p10 (0010.jp2)
- 1.4 SCOPE OF THE THESIS / p12 (0011.jp2)
- Figures / p14 (0012.jp2)
- CHAPTER2 PLANE STRAIN COMPRESSION TESTS / p16 (0013.jp2)
- 2.1 INTRODUCTION / p16 (0013.jp2)
- 2.2 PLANE STRAIN APPARATUS / p17 (0014.jp2)
- 2.3 ACCURACY AND CALIBRATION OF EACH TRANSDUCER / p18 (0014.jp2)
- 2.4 LOCAL AXIAL STRAIN MEASUREMENTS / p20 (0015.jp2)
- 2.5 LATERAL DEFORMATION MEASUREMENTS / p24 (0017.jp2)
- 2.6 TESTING MATERIAL AND PREPARATION METHOD OF SPECIMENS / p25 (0018.jp2)
- 2.7 EXPERIMENTAL PROCEDURES / p28 (0019.jp2)
- 2.8 METHOD OF STRESS CORRECTION / p29 (0020.jp2)
- Figures / p30 (0020.jp2)
- CHAPTER3 STRENGTH AND DEFORMATION CHARACTERISTICS OF WET-TAMPED SAND AT EXTREMELY LOW CONFINING PRESSURES / p72 (0041.jp2)
- 3.1 TESTS PERFORMED / p72 (0041.jp2)
- 3.2 STRENGTH AND DEFORMATION CHARACTERISTICS IN PSC (δ=[数式]) / p74 (0042.jp2)
- 3.3 ANISOTROPIC STRENGTH AND DEFORMATIONCHARACTERISTICS (δ≠[数式]) / p78 (0044.jp2)
- 3.4 EFFECT OF CYCLES ON STRENGTH CHARACTERISTICS / p83 (0047.jp2)
- 3.5 DIRECT SHEAR BOX TESTS / p84 (0047.jp2)
- 3.6 SUMMARY / p89 (0050.jp2)
- Figures / p90 (0050.jp2)
- CHAPTER4 ANISOTROPIC DEFORMATION CHARACTERISTICS OF WET-TAMPED SAND AT EXTREMELY SMALL STRAIN LEVELS / p118 (0064.jp2)
- 4.1 INTRODUCTION / p118 (0064.jp2)
- 4.2 DEVIATOR STRESS-AXIAL STRAIN RELATIONS AT SMALL STRAIN LEVELS / p119 (0065.jp2)
- 4.3 ANISOTROPY IN MAXIMUM YOUNG'S MODULUS / p121 (0066.jp2)
- 4.4 ANISOTROPY IN MAXIMUM SHEAR MODULUS / p123 (0067.jp2)
- 4.5 ANISOTROPY IN POISSON'S RATIO / p125 (0068.jp2)
- 4.6 EFFECT OF INHERENT ANISOTROPY ON SECANT SHEAR MODULUS / p126 (0068.jp2)
- 4.7 STRESS-DILATANCY RELATIONS / p127 (0069.jp2)
- 4.8 SUMMARY / p128 (0069.jp2)
- Figures / p129 (0070.jp2)
- CHAPTER5 VIBRATION FAILURE TESTS ON EMBANKMENT DAM MODEL / p183 (0097.jp2)
- 5.1 INTRODUCTION / p183 (0097.jp2)
- 5.2 TWO DIMENSIONAL EMBANKMENT DAM MODEL TESTS / p184 (0097.jp2)
- 5.3 THREE DIMENSIONAL EMBANKMENT DAM MODEL TESTS / p197 (0104.jp2)
- Figures / p204 (0107.jp2)
- CHAPTER6 NUMERICAL ANALYSIS OF MODEL TESTS / p244 (0127.jp2)
- 6.1 INTRODUCTION / p244 (0127.jp2)
- 6.2 PREVIOUS STUDIES / p245 (0128.jp2)
- 6.3 DYNAMIC STABILITY ANALYSIS OF SLOPE OF DAM MODEL / p247 (0129.jp2)
- 6.4 PSEUDO-STATIC ELASTO-PLASTIC ANALYSIS / p276 (0143.jp2)
- Figures / p278 (0144.jp2)
- CHAPTER7 CONCLUSIONS / p333 (0172.jp2)
- REFERENCES / p341 (0176.jp2)