Analysis of soft ground reinforced by columnar inclusions 柱状材料の挿入による軟弱地盤の補強に関する解析的研究

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Author

    • Muhammed Alamgir モハメド アラムギール

Bibliographic Information

Title

Analysis of soft ground reinforced by columnar inclusions

Other Title

柱状材料の挿入による軟弱地盤の補強に関する解析的研究

Author

Muhammed Alamgir

Author(Another name)

モハメド アラムギール

University

佐賀大学

Types of degree

博士 (工学)

Grant ID

甲第57号

Degree year

1996-03-22

Note and Description

博士論文

Thesis

Table of Contents

  1. CONTENTS / p11 (0007.jp2)
  2. ABSTRACT / p6 (0005.jp2)
  3. ACKNOWLEDGEMENTS / p8 (0006.jp2)
  4. LIST OF FIGURES / p15 (0009.jp2)
  5. LIST OF TABLES / p21 (0012.jp2)
  6. NOTATION / p23 (0013.jp2)
  7. CHAPTER ONE:INTRODUCTION / p1 (0015.jp2)
  8. 1.1 General / p1 (0015.jp2)
  9. 1.2 Historical Background / p3 (0016.jp2)
  10. 1.3 Objective of this Research / p5 (0017.jp2)
  11. 1.4 Thesis Arrangement and Outline / p6 (0018.jp2)
  12. CHAPTER TWO:LITERATURE REVIEW / p11 (0020.jp2)
  13. 2.1 General / p11 (0020.jp2)
  14. 2.2 Ground Improvement Techniques / p12 (0021.jp2)
  15. 2.3 Ground Improvement by Columnar Inclusions / p16 (0023.jp2)
  16. 2.4 Mechanism of Improvement / p18 (0024.jp2)
  17. 2.5 Analytical Solutions / p19 (0024.jp2)
  18. 2.6 Numerical Solutions / p29 (0029.jp2)
  19. 2.7 Experimental Approaches / p32 (0031.jp2)
  20. 2.8 Conclusions / p42 (0036.jp2)
  21. CHAPTER THREE:DEVELOPMENT OF THE METHOD OF ANALYSIS / p45 (0037.jp2)
  22. 3.1 General / p45 (0037.jp2)
  23. 3.2 Idealization of the Problem / p47 (0038.jp2)
  24. 3.3 Method of Solution Approach / p48 (0039.jp2)
  25. 3.4 Derivation of the Governing Equations / p49 (0039.jp2)
  26. 3.5 Development of the Numerical Scheme / p60 (0045.jp2)
  27. 3.6 Conclusions / p69 (0049.jp2)
  28. CHAPTER FOUR:SETTLEMENT RESPONSE / p73 (0051.jp2)
  29. 4.1 General / p73 (0051.jp2)
  30. 4.2 Statement of the Problem / p74 (0052.jp2)
  31. 4.3 Idealization of the Foundation System / p76 (0053.jp2)
  32. 4.4 Response Function of the Model / p80 (0055.jp2)
  33. 4.5 Effect of Granular Fill on the Reinforced Ground / p82 (0056.jp2)
  34. 4.6 Settlement Response of End Bearing Column / p91 (0060.jp2)
  35. 4.7 Settlement Response of Floating Column / p99 (0064.jp2)
  36. 4.8 Influence of Various Design Parameters / p107 (0068.jp2)
  37. 4.9 Conclusions / p121 (0075.jp2)
  38. CHAPTER FIVE:TIME-DEPENDENT RESPONSE / p125 (0077.jp2)
  39. 5.1 General / p125 (0077.jp2)
  40. 5.2 Time-Dependent Response Function of the System / p126 (0078.jp2)
  41. 5.3 Dissipation of Pore Water Pressure / p134 (0082.jp2)
  42. 5.4 Settlement Response of Reinforced Ground with Time / p139 (0084.jp2)
  43. 5.5 Conclusions / p146 (0088.jp2)
  44. CHAPTER SIX:VALIDATION OF THE PROPOSED MODEL WITH THEORETICAL AND EXPERIMENTAL RESULTS / p149 (0089.jp2)
  45. 6.1 General / p149 (0089.jp2)
  46. 6.2 Comparisons with Existing Approaches / p150 (0090.jp2)
  47. 6.3 Verification by Finite Element Analysis / p155 (0092.jp2)
  48. 6.4 Comparions with Experimental Results / p163 (0096.jp2)
  49. 6.5 Conclusions / p171 (0100.jp2)
  50. CHAPTER SEVEN:SUMMARY AND CONCLUSIONS / p175 (0102.jp2)
  51. REFERENCES / p181 (0105.jp2)
  52. APPENDIX I / p191 (0110.jp2)
  53. APPENDIX II / p194 (0112.jp2)
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Codes

  • NII Article ID (NAID)
    500000133701
  • NII Author ID (NRID)
    • 8000000133972
  • DOI(NDL)
  • Text Lang
    • eng
  • NDLBibID
    • 000000298015
  • Source
    • Institutional Repository
    • NDL ONLINE
    • NDL Digital Collections

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