Sand behavior during unload-reload cycles including principal stress rotation 主応力軸回転を含む除荷-再載荷時の砂の挙動
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著者
書誌事項
- タイトル
-
Sand behavior during unload-reload cycles including principal stress rotation
- タイトル別名
-
主応力軸回転を含む除荷-再載荷時の砂の挙動
- 著者名
-
Peiris T. Ashok
- 著者別名
-
ピーリス テルゲ アショック
- 学位授与大学
-
東京大学
- 取得学位
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工学博士
- 学位授与番号
-
甲第8765号
- 学位授与年月日
-
1990-09-29
注記・抄録
博士論文
目次
- Contents / p6 (0006.jp2)
- ABSTRACT / p1 (0003.jp2)
- ACKNOWLEDGEMENT / p4 (0005.jp2)
- LIST OF TABLES / p11 (0009.jp2)
- LIST OF FIGURES / p12 (0010.jp2)
- NOTATION / p27 (0018.jp2)
- 1 INTRODUCTION / p2 (0021.jp2)
- 1.1 GENERAL / p3 (0022.jp2)
- 1.2 PURPOSE AND SCOPE OF THE PRESENT STUDY / p10 (0026.jp2)
- Bibliography / p13 (0027.jp2)
- 2 THEORETICAL DEVELOPMENT OF PLASTICITY MODELS / p15 (0028.jp2)
- 2.1 INTRODUCTION / p16 (0029.jp2)
- 2.2 STRESS AND STRAIN INVARIANTS / p18 (0030.jp2)
- 2.3 BASIC CONCEPTS OF INCREMENTAL THEORY OF PLASTICITY / p21 (0032.jp2)
- Bibliography / p37 (0040.jp2)
- 3 EXPERIMENTAL INVESTIGATION / p40 (0042.jp2)
- 3.1 INTRODUCTION / p41 (0043.jp2)
- 3.2 PRINCIPLES OF HOLLOW CYLINDRICAL TESTING / p41 (0043.jp2)
- 3.3 TEST MATERIAL / p55 (0050.jp2)
- 3.4 TEST APPARATUS / p57 (0051.jp2)
- 3.5 EXPERIMENTAL PROCEDURE / p63 (0054.jp2)
- Bibliography / p73 (0059.jp2)
- 4 THE EFFECTS OF STRESS HISTORY ON THE FAILURE STRENGTH AND FLOW OF SAND / p76 (0061.jp2)
- 4.1 INTRODUCTION / p77 (0062.jp2)
- 4.2 SHEAR DEFORMATION CHARACTERISTICS DURING CONTINU-OUS ROTATION OF PRINCIPAL STRESS AXES / p79 (0063.jp2)
- 4.3 THE EFFECTS OF CONTINUOUS ROTATION OF PRINCIPAL STRESS AXES / p80 (0064.jp2)
- 4.4 SUMMARY / p87 (0067.jp2)
- Bibliography / p101 (0074.jp2)
- 5 STRAIN HARDENING BEHAVIOUR OF SAND SUBJECTED TO PRINCIPAL STRESS ROTATION / p103 (0075.jp2)
- 5.1 INTRODUCTION / p104 (0076.jp2)
- 5.2 HARDENING RULE / p104 (0076.jp2)
- 5.3 HARDENING FUNCTION / p113 (0081.jp2)
- 5.4 COMPARISON WITH EXPERIMENTAL RESULTS / p114 (0081.jp2)
- 5.5 SUMMARY / p115 (0082.jp2)
- Bibliography / p147 (0098.jp2)
- 6 A CONSTITUTIVE MODEL FOR SATURATED SAND / p149 (0099.jp2)
- 6.1 INTRODUCTION / p150 (0100.jp2)
- 6.2 STRESS-STRAIN PARAMETERS / p150 (0100.jp2)
- 6.3 FAILURE AND FAILURE SURFACE / p154 (0102.jp2)
- 6.4 YIELD SURFACE / p156 (0103.jp2)
- 6.5 HARDENING FUNCTION / p160 (0105.jp2)
- 6.6 FLOW RULE / p165 (0108.jp2)
- 6.7 ELASTIC STRAINS / p170 (0110.jp2)
- Bibliography / p172 (0111.jp2)
- 7 APPLICATION OF THE CONSTITUTIVE MODEL IN SIMULAT-ING THE BEHAVIOUR OF SATURATED SAND / p174 (0112.jp2)
- 7.1 INTRODUCTION / p175 (0113.jp2)
- 7.2 SIMULATION OF DRAINED TORSIONAL SIMPLE SHEAR / p177 (0114.jp2)
- 7.3 SIMULATION OF UNDRAINED TORSIONAL SIMPLE SHEAR / p188 (0120.jp2)
- 7.4 SIMULATION OF SAND BEHAVIOUR IN TRIAXIAL SHEAR / p240 (0146.jp2)
- Bibliography / p259 (0155.jp2)
- 8 CONCLUSIONS / p261 (0156.jp2)
- APPENDIX A / p267 (0160.jp2)
- APPENDIX B / p271 (0162.jp2)
- APPENDIX C / p273 (0163.jp2)