A constitutive model of highly jointed rock masses ジョイントを多数有する岩盤の構成方程式の一モデル化

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Author

    • 蔡, 明 チャイ, ミン

Bibliographic Information

Title

A constitutive model of highly jointed rock masses

Other Title

ジョイントを多数有する岩盤の構成方程式の一モデル化

Author

蔡, 明

Author(Another name)

チャイ, ミン

University

東京大学

Types of degree

博士 (工学)

Grant ID

甲第9432号

Degree year

1992-03-30

Note and Description

博士論文

Table of Contents

  1. Table of Contents / p4 (0005.jp2)
  2. TITLE PAGE / p1 (0002.jp2)
  3. ACKNOWLEDGEMENT / p2 (0003.jp2)
  4. ABSTRACT / p3 (0004.jp2)
  5. TABLE OF CONTENTS / p4 (0005.jp2)
  6. KEYWORD / p6 (0007.jp2)
  7. Chapter1 INTRODUCTION / p1 (0008.jp2)
  8. §1.1 General / p1 (0008.jp2)
  9. §1.2 Review of Previous Researches on Continuum Modelling of Jointed Rock Masses / p4 (0011.jp2)
  10. §1.3 Objectives of This Study / p8 (0015.jp2)
  11. Chapter2 MECHANICAL PROPERTIES AND CONSTITUTIVE MODEL OF JOINTS / p10 (0017.jp2)
  12. §2.1 Deformation Behaviors of Rock Joints / p10 (0017.jp2)
  13. §2.1.1 Normal Deformation of Joints / p10 (0017.jp2)
  14. §2.1.2 Shear Deformation of Joints / p11 (0018.jp2)
  15. §2.2 Constitutive Model of Rock Joints / p11 (0018.jp2)
  16. §2.2.1 Formulation of the Model / p12 (0019.jp2)
  17. §2.2.2 Prediction by the Constitutive Model of Joints / p17 (0024.jp2)
  18. Chapter3 INCREMENTAL STRESS-STRAIN RELATION OF JOINTED ROCK MASSES / p19 (0026.jp2)
  19. §3.1 Constitutive Model of Jointed Rock Masses / p20 (0027.jp2)
  20. §3.2 Estimation of Joint Stress Concentration Tensor / p25 (0032.jp2)
  21. §3.2.1 System Stiffness / p25 (0032.jp2)
  22. §3.2.2 Determination of the Stress Concentration Tensor / p29 (0036.jp2)
  23. §3.3 Results and Discussion / p34 (0041.jp2)
  24. §3.3.1 One Set of Unidirectional Distributed Joints / p34 (0041.jp2)
  25. §3.3.2 Two Sets of Orthogonal Joints / p36 (0043.jp2)
  26. §3.3.3 Identification of the Connectivity Coefficient / p39 (0046.jp2)
  27. Chapter4 IMPLEMENTATION OF THE CONSTITUTIVE MODEL INTO A FINITE ELEMENT CODE / p43 (0050.jp2)
  28. §4.1 Finite Element Formulation / p43 (0050.jp2)
  29. §4.2 Some Notes on the Implementation of the Constitutive Model / p45 (0052.jp2)
  30. Chapter5 AN ANALYSIS OF A PLATE-LOADING TEST / p49 (0056.jp2)
  31. §5.1 Plate-loading Test at Kawaji Dam Site / p50 (0057.jp2)
  32. §5.2 Boundary Conditions,Meshing and Input Data / p50 (0057.jp2)
  33. §5.3 Results and Discussion / p52 (0059.jp2)
  34. Chapter6 SUMMARY AND CONCLUSION / p57 (0064.jp2)
  35. REFERENCES / p59 (0066.jp2)
  36. Appendix A 2-D FORMULATION OF THE INCREMENTAL CONSTITUTIVE MODEL OF JOINTED ROCK MASSES / p65 (0072.jp2)
  37. Appendix B A HOMOGENIZATION METHOD FOR SOLIDS CONTAINING MULTIPLE CRACKS / p69 (0076.jp2)
  38. LIST OF FIGURES / p75 (0082.jp2)
  39. FIGURES / p78 (0085.jp2)
9access

Codes

  • NII Article ID (NAID)
    500000098548
  • NII Author ID (NRID)
    • 8000000098777
  • DOI(NDL)
  • NDLBibID
    • 000000262862
  • Source
    • NDL ONLINE
    • NDL Digital Collections
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