Fundamental studies of wave-induced liquefaction of sand beds 波浪による砂質地盤の液状化に関する研究

Access this Article

Search this Article

Author

    • 佐々, 真志 サッサ, シンジ

Bibliographic Information

Title

Fundamental studies of wave-induced liquefaction of sand beds

Other Title

波浪による砂質地盤の液状化に関する研究

Author

佐々, 真志

Author(Another name)

サッサ, シンジ

University

京都大学

Types of degree

博士 (工学)

Grant ID

甲第8315号

Degree year

2000-03-23

Note and Description

博士論文

Table of Contents

  1. 論文目録 / (0001.jp2)
  2. Table of contents / p4 (0006.jp2)
  3. Abstract / p1 (0004.jp2)
  4. Acknowledgements / p3 (0005.jp2)
  5. List of figures / (0007.jp2)
  6. List of tables / (0009.jp2)
  7. List of symbols / (0010.jp2)
  8. 1 Introduction / p1 (0011.jp2)
  9. References / p2 (0012.jp2)
  10. 2 Generation of progressive fluid waves in a geo-centrifuge / p4 (0013.jp2)
  11. 2.1 Introduction / p4 (0013.jp2)
  12. 2.2 Theoretical background to the design of wave generating systems / p5 (0013.jp2)
  13. 2.3 The wave generating system developed / p6 (0014.jp2)
  14. 2.4 Efficiency of the wave absorber adopted / p7 (0014.jp2)
  15. 2.5 Conclusions / p9 (0015.jp2)
  16. References / p10 (0016.jp2)
  17. 3 Wave-induced liquefaction of beds of sand in a centrifuge / p22 (0022.jp2)
  18. 3.1 Introduction / p22 (0022.jp2)
  19. 3.2 Theoretical background to centrifuge wave testing / p24 (0023.jp2)
  20. 3.3 Liquefaction of fresh deposits of loosely packed sand / p26 (0024.jp2)
  21. 3.4 Wave-induced densification and re-liquefaction / p32 (0027.jp2)
  22. 3.5 Further studies needed / p34 (0028.jp2)
  23. 3.6 Conclusions / p35 (0028.jp2)
  24. References / p36 (0029.jp2)
  25. Appendix 1:Derivation of Eq.(3.6)on the basis of a simple plasticity model / p38 (0030.jp2)
  26. Appendix 2:Poro-elastic solutions regarding wave-induced stress changes / p39 (0030.jp2)
  27. 4 Cyclic plasticity modelling of sands undergoing rotations of principal stress axes / p64 (0043.jp2)
  28. 4.1 Introductory remarks / p64 (0043.jp2)
  29. 4.2 Review of the Pastor model / p65 (0043.jp2)
  30. 4.3 An extension of the Pastor model for describing the effect of stress axes rotation / p67 (0044.jp2)
  31. 4.4 Predictive capability of the proposed constitutive model / p69 (0045.jp2)
  32. 4.5 Conclusions / p71 (0046.jp2)
  33. References / p72 (0047.jp2)
  34. Appendix 1:Partial derivatives associated with an angle ψ / p72 (0047.jp2)
  35. Appendix 2:Matrix form of the proposed constitutive model / p73 (0047.jp2)
  36. 5 Finite element analysis of wave-induced liquefaction of sand beds / p88 (0055.jp2)
  37. 5.1 Introduction / p88 (0055.jp2)
  38. 5.2 Finite element modelling / p89 (0055.jp2)
  39. 5.3 Predicted features of the behaviour of sand beds under fluid wave loading / p93 (0057.jp2)
  40. 5.4 Comparison of predicted and measured performances for the centrifuge wave tests / p97 (0059.jp2)
  41. 5.5 Discussion / p98 (0060.jp2)
  42. 5.6 Conclusions / p99 (0060.jp2)
  43. References / p101 (0061.jp2)
  44. 6 Analysis of progressive liquefaction as a moving-boundary problem / p127 (0074.jp2)
  45. 6.1 Introduction / p127 (0074.jp2)
  46. 6.2 Defining the problem of progressive liquefaction and its mathematical formulations / p127 (0074.jp2)
  47. 6.3 Validation in the light of centrifuge wave tests / p130 (0076.jp2)
  48. 6.4 Conclusions / p131 (0076.jp2)
  49. References / p132 (0077.jp2)
  50. Appendix:Classical theory for wave propagation in a two-layer fluid of finite thickness / p132 (0077.jp2)
  51. 7 Conclusions / p152 (0087.jp2)
6access

preview

Codes

  • NII Article ID (NAID)
    500000188146
  • NII Author ID (NRID)
    • 8000000188429
  • DOI(NDL)
  • Text Lang
    • eng
  • NDLBibID
    • 000000352460
  • Source
    • Institutional Repository
    • NDL ONLINE
    • NDL Digital Collections

Export

Page Top