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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Author

    • Peiris T. Ashok ピーリス テルゲ アショック

Bibliographic Information

Title

Sand behavior during unload-reload cycles including principal stress rotation

Other Title

主応力軸回転を含む除荷-再載荷時の砂の挙動

Author

Peiris T. Ashok

Author(Another name)

ピーリス テルゲ アショック

University

東京大学

Types of degree

工学博士

Grant ID

甲第8765号

Degree year

1990-09-29

Note and Description

博士論文

Table of Contents

  1. Contents / p6 (0006.jp2)
  2. ABSTRACT / p1 (0003.jp2)
  3. ACKNOWLEDGEMENT / p4 (0005.jp2)
  4. LIST OF TABLES / p11 (0009.jp2)
  5. LIST OF FIGURES / p12 (0010.jp2)
  6. NOTATION / p27 (0018.jp2)
  7. 1 INTRODUCTION / p2 (0021.jp2)
  8. 1.1 GENERAL / p3 (0022.jp2)
  9. 1.2 PURPOSE AND SCOPE OF THE PRESENT STUDY / p10 (0026.jp2)
  10. Bibliography / p13 (0027.jp2)
  11. 2 THEORETICAL DEVELOPMENT OF PLASTICITY MODELS / p15 (0028.jp2)
  12. 2.1 INTRODUCTION / p16 (0029.jp2)
  13. 2.2 STRESS AND STRAIN INVARIANTS / p18 (0030.jp2)
  14. 2.3 BASIC CONCEPTS OF INCREMENTAL THEORY OF PLASTICITY / p21 (0032.jp2)
  15. Bibliography / p37 (0040.jp2)
  16. 3 EXPERIMENTAL INVESTIGATION / p40 (0042.jp2)
  17. 3.1 INTRODUCTION / p41 (0043.jp2)
  18. 3.2 PRINCIPLES OF HOLLOW CYLINDRICAL TESTING / p41 (0043.jp2)
  19. 3.3 TEST MATERIAL / p55 (0050.jp2)
  20. 3.4 TEST APPARATUS / p57 (0051.jp2)
  21. 3.5 EXPERIMENTAL PROCEDURE / p63 (0054.jp2)
  22. Bibliography / p73 (0059.jp2)
  23. 4 THE EFFECTS OF STRESS HISTORY ON THE FAILURE STRENGTH AND FLOW OF SAND / p76 (0061.jp2)
  24. 4.1 INTRODUCTION / p77 (0062.jp2)
  25. 4.2 SHEAR DEFORMATION CHARACTERISTICS DURING CONTINU-OUS ROTATION OF PRINCIPAL STRESS AXES / p79 (0063.jp2)
  26. 4.3 THE EFFECTS OF CONTINUOUS ROTATION OF PRINCIPAL STRESS AXES / p80 (0064.jp2)
  27. 4.4 SUMMARY / p87 (0067.jp2)
  28. Bibliography / p101 (0074.jp2)
  29. 5 STRAIN HARDENING BEHAVIOUR OF SAND SUBJECTED TO PRINCIPAL STRESS ROTATION / p103 (0075.jp2)
  30. 5.1 INTRODUCTION / p104 (0076.jp2)
  31. 5.2 HARDENING RULE / p104 (0076.jp2)
  32. 5.3 HARDENING FUNCTION / p113 (0081.jp2)
  33. 5.4 COMPARISON WITH EXPERIMENTAL RESULTS / p114 (0081.jp2)
  34. 5.5 SUMMARY / p115 (0082.jp2)
  35. Bibliography / p147 (0098.jp2)
  36. 6 A CONSTITUTIVE MODEL FOR SATURATED SAND / p149 (0099.jp2)
  37. 6.1 INTRODUCTION / p150 (0100.jp2)
  38. 6.2 STRESS-STRAIN PARAMETERS / p150 (0100.jp2)
  39. 6.3 FAILURE AND FAILURE SURFACE / p154 (0102.jp2)
  40. 6.4 YIELD SURFACE / p156 (0103.jp2)
  41. 6.5 HARDENING FUNCTION / p160 (0105.jp2)
  42. 6.6 FLOW RULE / p165 (0108.jp2)
  43. 6.7 ELASTIC STRAINS / p170 (0110.jp2)
  44. Bibliography / p172 (0111.jp2)
  45. 7 APPLICATION OF THE CONSTITUTIVE MODEL IN SIMULAT-ING THE BEHAVIOUR OF SATURATED SAND / p174 (0112.jp2)
  46. 7.1 INTRODUCTION / p175 (0113.jp2)
  47. 7.2 SIMULATION OF DRAINED TORSIONAL SIMPLE SHEAR / p177 (0114.jp2)
  48. 7.3 SIMULATION OF UNDRAINED TORSIONAL SIMPLE SHEAR / p188 (0120.jp2)
  49. 7.4 SIMULATION OF SAND BEHAVIOUR IN TRIAXIAL SHEAR / p240 (0146.jp2)
  50. Bibliography / p259 (0155.jp2)
  51. 8 CONCLUSIONS / p261 (0156.jp2)
  52. APPENDIX A / p267 (0160.jp2)
  53. APPENDIX B / p271 (0162.jp2)
  54. APPENDIX C / p273 (0163.jp2)
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Codes

  • NII Article ID (NAID)
    500000081523
  • NII Author ID (NRID)
    • 8000000081731
  • DOI(NDL)
  • NDLBibID
    • 000000245837
  • Source
    • NDL ONLINE
    • NDL Digital Collections

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