Cyclic critical stress state theory of sand with its application to geotechnical problems 砂の繰り返しせん断に伴う限界応力状態理論とその応用に関する研究

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Author

    • 張, 建民 チョウ, ケンミン

Bibliographic Information

Title

Cyclic critical stress state theory of sand with its application to geotechnical problems

Other Title

砂の繰り返しせん断に伴う限界応力状態理論とその応用に関する研究

Author

張, 建民

Author(Another name)

チョウ, ケンミン

University

東京工業大学

Types of degree

博士 (工学)

Grant ID

甲第3591号

Degree year

1997-09-30

Note and Description

博士論文

資料形態 : テキストデータ プレーンテキスト

コレクション : 国立国会図書館デジタルコレクション > デジタル化資料 > 博士論文

Table of Contents

  1. 論文目録
  2. CONTENTS
  3. SYNOPSIS
  4. Chapter1:CRITICAL REVIEW,OBJECTIVES AND SCOPE
  5. 1.1 Critical Review of Previous Studies
  6. 1.2 Objectives and Main Points of This Study
  7. PART ONE:BASIC EXPERIMENTAL FINDINGS
  8. Chapter2:CYCLIC UNDRAINED CRITICAL STRESS STATES CONSIDERING IRREVERSIBLE DILATANCY EFFECT
  9. 2.1 Observations for Asymptotic Behavior of MCSL and MPTL
  10. 2.2 Irreversible Dilatancy Effect Resulting in MCSL and MPTL
  11. 2.3 A Formulation for Asymptotic Movements of MCSL and MPTL
  12. 2.4 Summary
  13. Chapter3:CYCLIC UNDRAINED CRITICAL STRESS STATES CONSIDERING STRAIN RATE EFFECTS
  14. 3.1 Strain Rate Effect under Cyclic Loading
  15. 3.2 A Formulation of Strain-Rate Dependent Critical Stress State
  16. 3.3 Methods for Determining Strength Parameters
  17. 3.4 Methods for Correcting the Testing Errors
  18. 3.5 Uniqueness of Strength Parameters
  19. 3.6 Summary
  20. Chapter4:CYCLIC UNDRAINED CRITICAL STRESS STATE CONSIDERING EFFECT OF INTERMEDIATE PRINCIPAL STRESS
  21. 4.1 Experimental Observations for 3-D Critical Stress State
  22. 4.2 3-D Criterion for Frictional Critical Stress States
  23. 4.3 Summary
  24. Chapter5:CRITICAL STRESS STATES DEPENDENT ON MOBILIZED STRAIN INCREMENT RATIO
  25. 5.1 A New Technique for Constant Strain Path Testing
  26. 5.2 A New Dilatancy Equation Based on Experimental Observations
  27. 5.3 Summary
  28. Chapter6:CRITICAL STRESS STATE DEPENDENT ON WATER ABSORPTION RATE IN NATURALLY DRAINED SHEAR
  29. 6.1 A New Technique for Constant Water-Absorption-Rate Shearing
  30. 6.2 Several New Findings Based on Experimental Observations
  31. 6.3 A Formulation for Dependency of Critical Stress States on Water Absorption Rate
  32. 6.4 Summary
  33. PART TWO:CYCLIC CRITICAL STRESS STATE THEORY
  34. Chapter7:A GENERAL CRITERION FOR CYCLIC CRITICAL STRESS STATE
  35. 7.1 True Effective Stress Governing Shear Resistance
  36. 7.2 A General Criterion Determining Critical Stress State
  37. 7.3 Effectiveness of Proposed Criterion
  38. 7.4 Summary
  39. PART THREE:TWO EXAMPLES OF APPLICATION
  40. Chapter8:A NEW CONSTITUTIVE MODEL FOR EVALUATING SMALL TO LARGE CYCLIC STRAINS
  41. 8.1 A Brief Review
  42. 8.2 Description of Cyclic Constitutive Relations
  43. 8.3 Effectiveness of Proposed Constitutive Model
  44. 8.4 Summary
  45. Chapter9:A NEW THEORY FOR EVALUATING STATIC AND DYNAMIC EARTH PRESSURES UNDER ANY LATERAL DEFORMATION
  46. 9.1 A Brief Review
  47. 9.2 A New Formulation of Static Earth Pressure Coefficients under Any Boundary Strain Constraint
  48. 9.2 Formation Mechanisms of Seismic Earth Pressure Based on Intermediate Soil Wedge
  49. 9.4 A New Formulation of Seismic Earth Pressure Coefficients under Any Boundary Strain Constraint
  50. 9.5 Formulas and Procedures for Evaluating Static and Seismic Earth Pressures Dependent on Wall Movement Mode
  51. 9.6 Evaluation with Experimental Comparison for Static and Seismic Earth Pressures on Rigid Walls
  52. 9.4 Summary
  53. Chapter10:CONCLUSIONS
  54. 10.1 Main Points
  55. 10.2 Conclusions
  56. REFERENCES
  57. LIST OF PUBLICATIONS
  58. 1)Refereed and Presented Publications Related with This Dissertation
  59. 2)Other Refereed and Presented Publications during the Study in TIT
  60. ACKNOWLEDGMENT
116access

Codes

  • NII Article ID (NAID)
    500002078962
  • NII Author ID (NRID)
    • 8000002643012
  • DOI(NDL)
  • NDLBibID
    • 000000329526
  • Source
    • NDL ONLINE
    • NDL Digital Collections

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