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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Author

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

Bibliographic Information

Title

Non-linear consolidation deformation analysis of soils under embankment loading

Other Title

盛土載荷に伴う飽和粘土地盤の非線形圧密変形解析

Author

Fernando, Geekiyanage Sarath Kumara

Author(Another name)

フェルナンド, ギーキヤナゲ サラタ クマラ

University

名古屋大学

Types of degree

博士 (工学)

Grant ID

甲第3432号

Degree year

1996-03-25

Note and Description

博士論文

Table of Contents

  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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Codes

  • NII Article ID (NAID)
    500000131810
  • NII Author ID (NRID)
    • 8000000132081
  • DOI(NDL)
  • NDLBibID
    • 000000296124
  • Source
    • NDL ONLINE
    • NDL Digital Collections

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