Reinforced soil wall-embankment system on soft foundation using inextensible and extensible grid reinforcements 伸び剛性の異なるジオグリッドを用いた軟弱地盤上の補強盛土工法に関する研究

Access this Article

Search this Article

Author

    • Marolo C. Alfaro マロロ C. アルファロ

Bibliographic Information

Title

Reinforced soil wall-embankment system on soft foundation using inextensible and extensible grid reinforcements

Other Title

伸び剛性の異なるジオグリッドを用いた軟弱地盤上の補強盛土工法に関する研究

Author

Marolo C. Alfaro

Author(Another name)

マロロ C. アルファロ

University

佐賀大学

Types of degree

博士 (工学)

Grant ID

甲第58号

Degree year

1996-03-22

Note and Description

博士論文

Thesis

Table of Contents

  1. CONTENTS / p8 (0006.jp2)
  2. Title Page / p1 (0002.jp2)
  3. Abstract / p4 (0004.jp2)
  4. Acknowledgments / p6 (0005.jp2)
  5. Contents / p8 (0006.jp2)
  6. 1 INTRODUCTION / p1 (0008.jp2)
  7. 1.1 Reinforced Soil:Definitions / p1 (0008.jp2)
  8. 1.2 Applications of Reinforced Soil / p2 (0009.jp2)
  9. 1.3 Benefits of Reinforced Soil / p4 (0010.jp2)
  10. 1.4 Components of Reinforced Soil System / p5 (0010.jp2)
  11. 1.5 Problem Statement / p5 (0010.jp2)
  12. 1.6 Objectives and Scope of Study / p6 (0011.jp2)
  13. 1.7 Summary / p9 (0012.jp2)
  14. References / p10 (0013.jp2)
  15. 2 REVIEW ON THE MECHANISM AND BEHAVIOR OF REINFORCED SOIL / p11 (0013.jp2)
  16. 2.1 General / p11 (0013.jp2)
  17. 2.2 Concepts and Mechanisms of Reinforced Soil / p12 (0014.jp2)
  18. 2.3 Soil-Reinforcement Interaction Mechanisms / p16 (0016.jp2)
  19. 2.4 Basic Design Criteria / p22 (0019.jp2)
  20. 2.5 Design Assumptions and Behavior of Reinforced Soil Wall-Embankment System / p24 (0020.jp2)
  21. 2.6 Performance of Reinforced Soil Structures on Soft Foundation / p30 (0023.jp2)
  22. 2.7 Summary / p36 (0026.jp2)
  23. References / p38 (0027.jp2)
  24. 3 INTERACTION BETWEEN BACKFILL SOIL AND GRID REINFORCEMENT / p41 (0028.jp2)
  25. 3.1 General / p41 (0028.jp2)
  26. 3.2 Testing Equipments and Instrumentations / p42 (0029.jp2)
  27. 3.3 Testing Procedures / p47 (0031.jp2)
  28. 3.4 Pullout Mechanism / p48 (0032.jp2)
  29. 3.5 Direct Shear Mechanism / p74 (0045.jp2)
  30. 3.6 Mobilization of Interaction Resistances / p75 (0045.jp2)
  31. 3.7 Summary / p81 (0048.jp2)
  32. References / p84 (0050.jp2)
  33. 4 EFFECT OF RESTRAINED DILATANCY ON THE PULLOUT INTERACTION RESISTANCE / p87 (0051.jp2)
  34. 4.1 General / p87 (0051.jp2)
  35. 4.2 Considering the Effect of Restrained Dilatancy / p89 (0052.jp2)
  36. 4.3 Conceptualized Pullout Interaction Mechanism of Strip Reinforcement / p92 (0054.jp2)
  37. 4.4 Testing Program and Results / p95 (0055.jp2)
  38. 4.5 Evaluation of Interaction Parameters / p98 (0057.jp2)
  39. 4.6 Practical Implications / p102 (0059.jp2)
  40. 4.7 Summary / p104 (0060.jp2)
  41. References / p106 (0061.jp2)
  42. 5 MODELLING OF REINFORCED SOIL WALL-EMBANKMENT SYSTEM ON SOFT FOUNDATION:FINITE-ELEMENT METHOD / p107 (0061.jp2)
  43. 5.1 General / p107 (0061.jp2)
  44. 5.2 Simulation of Elements Behavior / p108 (0062.jp2)
  45. 5.3 Simulation of Soil-Reinforcement Interaction / p115 (0065.jp2)
  46. 5.4 Other Important Simulation Considerations / p119 (0067.jp2)
  47. 5.5 Element Types and Finite Element Formulations / p123 (0069.jp2)
  48. 5.6 Brief Description of the Computer Program / p126 (0071.jp2)
  49. 5.7 Summary / p126 (0071.jp2)
  50. References / p128 (0072.jp2)
  51. 6 FIELD PERFORMANCE OF REINFORCED SOIL WALL-EMBANKMENT SYSTEM ON SOFT FOUNDATION / p131 (0073.jp2)
  52. 6.1 General / p131 (0073.jp2)
  53. 6.2 Description of the Two Full-Scale Field Test Facilities / p132 (0074.jp2)
  54. 6.3 Instrumentation Program of the Test Facilities / p138 (0077.jp2)
  55. 6.4 Performance of the Two Test Facilities and Validation of Finite-Element Modelling / p141 (0078.jp2)
  56. 6.5 Stability of the Two Test Facilities from the Deformation Characteristics of Soft Foundation / p164 (0090.jp2)
  57. 6.6 Guidelines for the Construction of Reinforced Soil Wall-Embankment System on Soft Foundation / p166 (0091.jp2)
  58. 6.7 Summary / p168 (0092.jp2)
  59. References / p170 (0093.jp2)
  60. 7 EVALUATIONS OF INEXTENSIBLE AND EXTENSIBLE GRID REINFORCEMENTS FOR WALL-EMBANKMENT SYSTEM ON SOFT FOUNDATION / p173 (0094.jp2)
  61. 7.1 General / p173 (0094.jp2)
  62. 7.2 Effect of Reinforced Soil System Stiffness on the Response of Soft Foundation / p174 (0095.jp2)
  63. 7.3 Effect of Foundation Stiffness on the Response of Reinforced Soil Mass / p184 (0100.jp2)
  64. 7.4 Brief Comments on the Evaluations of Inextensible and Extensible Grid Reinforcements on Soft Foundation / p196 (0106.jp2)
  65. 7.5 Summary / p198 (0107.jp2)
  66. References / p200 (0108.jp2)
  67. 8 CONCLUSIONS AND RECOMMENDATIONS / p201 (0108.jp2)
  68. 8.1 General / p201 (0108.jp2)
  69. 8.2 Conclusions / p202 (0109.jp2)
  70. 8.3 Recommendations / p206 (0111.jp2)
  71. APPENDIX / p209 (0112.jp2)
  72. NOTATIONS / p216 (0116.jp2)
  73. PUBLICATIONS / p221 (0118.jp2)
8access

Codes

  • NII Article ID (NAID)
    500000133702
  • NII Author ID (NRID)
    • 8000000133973
  • DOI(NDL)
  • Text Lang
    • eng
  • NDLBibID
    • 000000298016
  • Source
    • Institutional Repository
    • NDL ONLINE
    • NDL Digital Collections

Export

Page Top