Non-linear consolidation deformation analysis of soils under embankment loading 盛土載荷に伴う飽和粘土地盤の非線形圧密変形解析

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著者

    • Fernando, Geekiyanage Sarath Kumara フェルナンド, ギーキヤナゲ サラタ クマラ

書誌事項

タイトル

Non-linear consolidation deformation analysis of soils under embankment loading

タイトル別名

盛土載荷に伴う飽和粘土地盤の非線形圧密変形解析

著者名

Fernando, Geekiyanage Sarath Kumara

著者別名

フェルナンド, ギーキヤナゲ サラタ クマラ

学位授与大学

名古屋大学

取得学位

博士 (工学)

学位授与番号

甲第3432号

学位授与年月日

1996-03-25

注記・抄録

博士論文

目次

  1. TABLE OF CONTENTS / p7 (0005.jp2)
  2. Title Page / p1 (0002.jp2)
  3. Abstract / p3 (0003.jp2)
  4. Acknowledgments / p5 (0004.jp2)
  5. Table of Contents / p7 (0005.jp2)
  6. I INTRODUCTION / p1 (0007.jp2)
  7. 1.1 General / p1 (0007.jp2)
  8. 1.2 Scope and Objective of Study / p3 (0008.jp2)
  9. 1.3 Organization of the Dissertation / p4 (0009.jp2)
  10. II LITERATURE REVIEW / p6 (0010.jp2)
  11. 2.1 General / p6 (0010.jp2)
  12. 2.2 Theoretical Developments in Consolidation Deformation Analysis / p7 (0010.jp2)
  13. 2.3 Constitutive Models for Overconsolidated Soils / p13 (0013.jp2)
  14. 2.4 Summary and Concluding Remarks / p17 (0015.jp2)
  15. III THEORETICAL BACKGROUND / p18 (0016.jp2)
  16. 3.1 General / p18 (0016.jp2)
  17. 3.2 Governing Equations for Finite Deformation Regime / p19 (0016.jp2)
  18. 3.3 Subloading Surface Concept Applied to Original Cam-clay Model / p27 (0020.jp2)
  19. 3.4 Finite Element Solution to Governing Equations / p38 (0026.jp2)
  20. 3.5 Summary and Concluding Remarks / p44 (0029.jp2)
  21. IV MATERIAL NON-LINEARITY ON DEFORMATION BEHAVIOR / p45 (0029.jp2)
  22. 4.1 General / p45 (0029.jp2)
  23. 4.2 Elasto-Plastic Behavior of Embankment Foundation / p46 (0030.jp2)
  24. 4.3 Permeability-Settlement Ratio-Load Intensity Relationship for an Embankment Foundation / p50 (0032.jp2)
  25. 4.4 Characteristics of Sand Drain Treated Ground in terms of Settlement Ratio and Mass Permeability / p55 (0034.jp2)
  26. 4.5 Estimation of Mass Permeability / p62 (0038.jp2)
  27. 4.6 Case Studies / p63 (0038.jp2)
  28. 4.7 Summary and Concluding Remarks / p72 (0043.jp2)
  29. V GEOMETRICAL NON-LINEARITY ON DEFORMATION BEHAVIOR / p73 (0043.jp2)
  30. 5.1 General / p73 (0043.jp2)
  31. 5.2 One-dimensional Consolidation Deformation Behavior / p74 (0044.jp2)
  32. 5.3 Two-dimensional Consolidation Deformation Behavior / p77 (0045.jp2)
  33. 5.4 Deformation Analysis with Updated Coordinates using Infinitesimal Deformation Theory / p92 (0053.jp2)
  34. 5.5 Summary and Concluding Remarks / p92 (0053.jp2)
  35. VI DEFORMATION BEHAVIOR OF OVER CONSOLIDATED GROUND USING FINITE DEFORMATION THEORY / p93 (0053.jp2)
  36. 6.1 General / p93 (0053.jp2)
  37. 6.2 State of Natural Soil Foundation / p94 (0054.jp2)
  38. 6.3 Overconsolidated Soil Behavior in Triaxial Apparatus / p99 (0056.jp2)
  39. 6.4 Finite Consolidation Deformation Behavior of lightly Overconsolidated Clay Foundation / p101 (0057.jp2)
  40. 6.5 Finite Consolidation Deformation Behavior of Heavily Overconsolidated Clay Foundation / p127 (0070.jp2)
  41. 6.6 Localization of Deformation in the Foundation / p145 (0079.jp2)
  42. 6.7 Summary and Concluding Remarks / p148 (0081.jp2)
  43. VII CONCLUSIONS / p150 (0082.jp2)
  44. 7.1 Conclusions / p150 (0082.jp2)
  45. REFERENCES / p153 (0083.jp2)
  46. APPENDIX / p159 (0086.jp2)
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各種コード

  • NII論文ID(NAID)
    500000131810
  • NII著者ID(NRID)
    • 8000000132081
  • DOI(NDL)
  • NDL書誌ID
    • 000000296124
  • データ提供元
    • NDL-OPAC
    • NDLデジタルコレクション
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