Behavior of unreinforced and reinforced embankment on soft clay 軟弱粘土層上の無補強および補強盛土の挙動

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著者

    • Weeraya Sae-tia ウィラヤー サヤーティア

書誌事項

タイトル

Behavior of unreinforced and reinforced embankment on soft clay

タイトル別名

軟弱粘土層上の無補強および補強盛土の挙動

著者名

Weeraya Sae-tia

著者別名

ウィラヤー サヤーティア

学位授与大学

広島大学

取得学位

博士 (工学)

学位授与番号

甲第2051号

学位授与年月日

1999-03-25

注記・抄録

博士論文

目次

  1. TABLE OF CONTENTS / (0007.jp2)
  2. Acknowledgements / (0003.jp2)
  3. Abstract / (0004.jp2)
  4. List of Notations / (0005.jp2)
  5. Table of contents / (0007.jp2)
  6. I. Introduction / p1 (0009.jp2)
  7. 1.1 Introduction / p1 (0009.jp2)
  8. 1.2 Failure mode / p2 (0010.jp2)
  9. 1.3 Research techniques / p3 (0010.jp2)
  10. 1.4 Research objectives / p4 (0011.jp2)
  11. 1.5 Outline of dissertation / p5 (0011.jp2)
  12. II. Review of Literature / p6 (0012.jp2)
  13. 2.1 History / p6 (0012.jp2)
  14. 2.2 Field embankment / p7 (0013.jp2)
  15. 2.3 Centrifuge model test / p10 (0014.jp2)
  16. 2.4 Analysis and design methods / p13 (0016.jp2)
  17. 2.5 Finite element methods(FEMs) / p18 (0018.jp2)
  18. 2.6 Summary / p22 (0020.jp2)
  19. III. Centrifuge Model Design / p24 (0021.jp2)
  20. 3.1 Centrifuge modeling / p24 (0021.jp2)
  21. 3.2 Centrifuge scaling laws / p25 (0022.jp2)
  22. 3.3 Limitations in centrifuge modeling / p26 (0022.jp2)
  23. 3.4 Centrifuge model test / p30 (0024.jp2)
  24. 3.5 Test Program / p33 (0026.jp2)
  25. IV. Material Properties / p35 (0027.jp2)
  26. 4.1 Introduction / p35 (0027.jp2)
  27. 4.2 Soft clay Foundation / p35 (0027.jp2)
  28. 4.3 Sand layer and sand embankment / p44 (0032.jp2)
  29. 4.4 Reinforcement / p46 (0033.jp2)
  30. 4.5 Soil-Geotextile interface properties / p49 (0034.jp2)
  31. V. Equipment and Experiment Procedures / p80 (0051.jp2)
  32. 5.1 Introduction / p80 (0051.jp2)
  33. 5.2 Equipment / p80 (0051.jp2)
  34. 5.3 Experiment Procedure / p83 (0053.jp2)
  35. VI. Experiment Results / p112 (0068.jp2)
  36. 6.1 General / p112 (0068.jp2)
  37. 6.2 Summary of centrifuge tests / p112 (0068.jp2)
  38. 6.3 Records of the instruments from the start of the test till equilibrium / p115 (0070.jp2)
  39. 6.4 Records of the instruments during and after the embankment construction / p118 (0071.jp2)
  40. 6.5 Results of in-flight photographic measurement / p120 (0072.jp2)
  41. 6.6 Results of post-test investigation / p122 (0073.jp2)
  42. VII. Finite Element Modeling / p169 (0097.jp2)
  43. 7.1 Introduction / p169 (0097.jp2)
  44. 7.2 CRISP program / p169 (0097.jp2)
  45. 7.3 The geometry / p170 (0098.jp2)
  46. 7.4 Material modeling / p170 (0098.jp2)
  47. 7.5 In-situ stress and size of yield locus / p171 (0098.jp2)
  48. 7.6 Outline of the analyses / p171 (0098.jp2)
  49. 7.7 Results / p172 (0099.jp2)
  50. VIII. Discussion / p206 (0118.jp2)
  51. 8.1 Introduction / p206 (0118.jp2)
  52. 8.2 Effect of the reinforcement / p207 (0119.jp2)
  53. 8.3 Effect of foundation depth on deformation of foundation / p209 (0120.jp2)
  54. 8.4 Stability analysis / p209 (0120.jp2)
  55. IX. Conclusions / p234 (0132.jp2)
  56. 9.1 Summary / p234 (0132.jp2)
  57. 9.2 Conclusion / p236 (0133.jp2)
  58. 9.3 Further research / p237 (0134.jp2)
  59. References / R-1 / (0134.jp2)
  60. Appendix A / A-1 / (0139.jp2)
  61. Appendix B / B-1 / (0145.jp2)
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各種コード

  • NII論文ID(NAID)
    500000185262
  • NII著者ID(NRID)
    • 8000000185544
  • DOI(NDL)
  • NDL書誌ID
    • 000000349576
  • データ提供元
    • NDL ONLINE
    • NDLデジタルコレクション
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