A strain space multiple mechanism model for cyclic behavior of sand and its application ひずみ空間での多重機構に基づく繰り返し載荷時の砂の力学的モデルとその応用

この論文をさがす

著者

    • 井合, 進 イアイ, ススム

書誌事項

タイトル

A strain space multiple mechanism model for cyclic behavior of sand and its application

タイトル別名

ひずみ空間での多重機構に基づく繰り返し載荷時の砂の力学的モデルとその応用

著者名

井合, 進

著者別名

イアイ, ススム

学位授与大学

東京大学

取得学位

博士 (工学)

学位授与番号

乙第10328号

学位授与年月日

1991-09-18

注記・抄録

博士論文

目次

  1. 論文内容の要旨 / (0001.jp2)
  2. CONTENTS / p1 (0005.jp2)
  3. ABSTRACT / p4 (0007.jp2)
  4. ACKNOWLEDGMENT / p9 (0009.jp2)
  5. NOTATION / p11 (0010.jp2)
  6. 1.INTRODUCTION / p1 (0013.jp2)
  7. 1.1 General / p1 (0013.jp2)
  8. 1.2 Review of Previous Studies / p2 (0014.jp2)
  9. 1.3 Objectives / p21 (0023.jp2)
  10. 1.4 Scope / p22 (0024.jp2)
  11. References / p24 (0025.jp2)
  12. 2.MODELING OF CYCLIC MOBILITY / p29 (0027.jp2)
  13. 2.1 Generalized Plasticity Theory in Strain Space / p29 (0027.jp2)
  14. 2.2 Decomposition into Simple Mechanisms / p33 (0029.jp2)
  15. 2.3 Integrated Formulation / p42 (0034.jp2)
  16. 2.4 Undrained Stress Path / p45 (0035.jp2)
  17. 2.5 Virtual Simple Shear Mechanism / p61 (0043.jp2)
  18. 2.6 Shear Mechanism / p73 (0049.jp2)
  19. 2.7 Numerical Robustness / p82 (0054.jp2)
  20. 2.8 Summary / p90 (0058.jp2)
  21. References / p92 (0059.jp2)
  22. 3.ANALYSIS WITH SINGLE SOIL ELEMENT / p96 (0061.jp2)
  23. 3.1 Procedure for Numerical Analysis / p96 (0061.jp2)
  24. 3.2 Procedure for Parameter Identification / p97 (0061.jp2)
  25. 3.3 Analysis with Initially Isotropic Consolidation Condition / p100 (0063.jp2)
  26. 3.4 Analysis with Initially Anisotropic Consolidation Condition / p105 (0065.jp2)
  27. 3.5 Effect of Initial Mean Effective Stress / p115 (0070.jp2)
  28. 3.6 Applicability to Soil Element Analysis / p119 (0072.jp2)
  29. References / p120 (0073.jp2)
  30. 4.ONE DIMENSIONAL ANALYSIS OF LEVEL GROUND / p122 (0074.jp2)
  31. 4.1 Shaking Table Tests / p122 (0074.jp2)
  32. 4.2 Results of the Model Tests / p153 (0089.jp2)
  33. 4.3 Soil Parameter Identification / p171 (0098.jp2)
  34. 4.4 Analysis of Level Model Ground / p181 (0103.jp2)
  35. 4.5 Applicability to Level Ground Analysis / p201 (0113.jp2)
  36. References / p203 (0114.jp2)
  37. 5.TWO DIMENSIONAL ANALYSIS OF SHEET PILE QUAY WALLS / p204 (0115.jp2)
  38. 5.1 Earthquake and Damage / p205 (0115.jp2)
  39. 5.2 Modeling of Soils,Structures and Sea / p225 (0125.jp2)
  40. 5.3 Intial and Boundary Conditions and Input Motion / p234 (0130.jp2)
  41. 5.4 Analysis of a Damaged Quay Wall / p242 (0134.jp2)
  42. 5.5 Mechanism of Deformation / p254 (0140.jp2)
  43. 5.6 Analysis of a Quay Wall without Damage / p271 (0148.jp2)
  44. 5.7 Applicability to Quay Wall Analysis / p280 (0153.jp2)
  45. References / p283 (0154.jp2)
  46. 6.CONCLUSIONS / p285 (0155.jp2)
  47. APPENDIX A EXTENSION TO THREE DIMENSIONS / p288 (0157.jp2)
  48. A.1 Coordinate Transformation / p288 (0157.jp2)
  49. A.2 Virtual Two Dimensional Shear Mechanisms / p292 (0159.jp2)
  50. A.3 Incremental Constitutive Eqation in Three Dimensions / p294 (0160.jp2)
  51. A.4 Objectivity / p297 (0161.jp2)
  52. A.5 Relation among One,Two and Three Dimensional Models / p301 (0163.jp2)
  53. Notation for the Appendix A / p302 (0164.jp2)
  54. References / p304 (0165.jp2)
  55. APPENDIX B COMPARISON WITH THE STRESS DILATANCY RELATION / p305 (0165.jp2)
  56. References / p312 (0169.jp2)
3アクセス

各種コード

  • NII論文ID(NAID)
    500000097972
  • NII著者ID(NRID)
    • 8000000098201
  • DOI(NDL)
  • NDL書誌ID
    • 000000262286
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
ページトップへ