Laboratory study of hydraulic fracturing in soils and its application to geotechnical engineering practice 土の水圧破砕に関する実験室的研究とその地盤工学への応用

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Author
    • Ali, Komak Panah アリ, コマク パナ
Bibliographic Information
Title

Laboratory study of hydraulic fracturing in soils and its application to geotechnical engineering practice

Other Title

土の水圧破砕に関する実験室的研究とその地盤工学への応用

Author

Ali, Komak Panah

Author(Another name)

アリ, コマク パナ

University

東北大学

Types of degree

工学博士

Grant ID

甲第4287号

Degree year

1990-09-12

Note and Description

博士論文

Table of Contents
  1. TABLE OF CONTENTS / p6 (0010.jp2)
  2. Chapter 1 / p1 (0015.jp2)
  3. INTRODUCTION / p1 (0015.jp2)
  4. Chapter 2 / p9 (0023.jp2)
  5. TWO DIMENSIONAL STUDIES ON HYDRAULIC FRACTURING CRITERIA IN COHESIVE SOILS / p9 (0023.jp2)
  6. 2.1. Introduction / p9 (0023.jp2)
  7. 2.2. Laboratory Investigations / p16 (0030.jp2)
  8. 2.3. Test Results of First Series / p22 (0036.jp2)
  9. 2.4. Consideration on Hydraulic Fracturing Pressure / p25 (0039.jp2)
  10. 2.5. Comparison with Experimental Results / p31 (0045.jp2)
  11. 2.6. Effect of Rapid Pressurizing Rate / p32 (0046.jp2)
  12. 2.7. Effect of Excess Pore Pressure / p33 (0047.jp2)
  13. 2.8. Tensile Failure Possibility / p34 (0048.jp2)
  14. 2.9. Hydraulic Fracturing Tests in Fuji No Mori Clay / p40 (0054.jp2)
  15. 2.10. Final Remarks / p40 (0054.jp2)
  16. Chapter 3 / p44 (0058.jp2)
  17. TENSILE STRENGTH OF COMPACTED COHESIVE SOIL / p44 (0058.jp2)
  18. 3.1. Introduction / p44 (0058.jp2)
  19. 3.2. Methods of Tensile Testing / p45 (0059.jp2)
  20. 3.3. Description of Indirect Laboratory Tests / p48 (0062.jp2)
  21. 3.4. Analysis of Indirect Test Results / p49 (0063.jp2)
  22. 3.5. Description of Direct Laboratory Tests / p52 (0066.jp2)
  23. 3.6. Analysis of Direct Test Results / p55 (0069.jp2)
  24. 3.7. Final Remarks / p56 (0070.jp2)
  25. Chapter 4 / p60 (0074.jp2)
  26. APPLICATION OF HYDRAULIC FRACTURING CRITERIA TO FIELD PERMEABILITY TESTING AND IN SITU STRESS MEASUREMENT / p60 (0074.jp2)
  27. 4.1. Hydraulic Fracturing in Field Permeability Testing / p60 (0074.jp2)
  28. 4.2. Application of Hydraulic Fracturing Criteria to In Situ Permeability Testing / p65 (0079.jp2)
  29. 4.3. In Situ Stress Determination by Hydraulic Fracturing Test / p71 (0085.jp2)
  30. 4.4. Final Remarks / p73 (0087.jp2)
  31. Chapter 5 / p75 (0089.jp2)
  32. LABORATORY STUDY OF HYDRAULIC FRACTURING CRITERIA IN COHESIONLESS SOILS / p75 (0089.jp2)
  33. 5.1. Introduction / p75 (0089.jp2)
  34. 5.2. Hydraulic Fracturing Criteria of Cohesive Soils and Its Validity to Cohesionless Soils / p78 (0092.jp2)
  35. 5.3. Laboratory Investigations / p80 (0094.jp2)
  36. 5.4. Test Results of First Series / p84 (0098.jp2)
  37. 5.5. Heaving Due to Water Flow / p85 (0099.jp2)
  38. 5.6. Stability of Specimen in Horizontal Direction / p91 (0105.jp2)
  39. 5.7. Expansion of Specimen Due to Flow / p98 (0112.jp2)
  40. 5.8. Stress Analysis of Specimen / p99 (0113.jp2)
  41. 5.9. Hydraulic Fracturing Criteria / p107 (0121.jp2)
  42. 5.10. Final Remarks / p111 (0125.jp2)
  43. Chapter 6 / p116 (0130.jp2)
  44. ALLOWABLE GROUTING PRESSURE IN COHESIONLESS SOIL FOUNDATIONS / p116 (0130.jp2)
  45. 6.1. Introduction / p116 (0130.jp2)
  46. 6.2. Heaving by Grouting Pressure / p117 (0131.jp2)
  47. 6.3. Maximum Injection Pressure Related to Heaving Condition / p120 (0134.jp2)
  48. 6.4. Maximum Grouting Pressure Related to Intial Failure / p123 (0137.jp2)
  49. 6.5. Final Remarks / p124 (0138.jp2)
  50. Chapter 7 / p125 (0139.jp2)
  51. THREE DIMENSIONAL STUDY OF HYDRAULIC FRACTURING CRITERIA IN COHESIVE SOILS / p125 (0139.jp2)
  52. 7.1. Introduction / p125 (0139.jp2)
  53. 7.2. Failure Mode / p126 (0140.jp2)
  54. 7.3. Stress Analysis of Cubical Specimen / p128 (0142.jp2)
  55. 7.4. Consideration of Hydraulic Fracturing Criteria In UU Test of Clay / p138 (0152.jp2)
  56. 7.5. Laboratory Investigations / p138 (0152.jp2)
  57. 7.6. Direction of Fractures / p151 (0165.jp2)
  58. 7.7. Effect of Borehole Shape / p154 (0168.jp2)
  59. 7.8. Effect of Excess Pore Pressure / p154 (0168.jp2)
  60. 7.9. Effect of Rapid Internal Pressure Increase / p159 (0173.jp2)
  61. 7.10. Final Remarks / p160 (0174.jp2)
  62. Chapter 8 / p162 (0176.jp2)
  63. HYDRAULIC FRACTURING IN EARTH DAMS / p162 (0176.jp2)
  64. 8.1. Introduction / p162 (0176.jp2)
  65. 8.2. Mechanical Concept of Hydraulic Fracturing in Earth Dams / p165 (0179.jp2)
  66. 8.3. Vertical Chimney Filter and Preventing of Hydraulic Fracturing / p175 (0189.jp2)
  67. 8.4. Evaluation of Hydraulic Fracturing Potential in Earth Dams / p179 (0193.jp2)
  68. 8.5. Effective Factors on the Hydraulic Fracturing Potential of earth Dams / p181 (0195.jp2)
  69. 8.6. Final Remarks / p195 (0209.jp2)
  70. Chapter 9 / p222 (0236.jp2)
  71. GENERAL CONCLUSIONS / p222 (0236.jp2)
  72. NOTATION / p225 (0239.jp2)
  73. REFERENCES / p229 (0243.jp2)
  74. Appendices / p238 (0252.jp2)
  75. A. Elasto-Plastic Analysis of Hollow Cylindrical Specimen / p238 (0252.jp2)
  76. B. BEM Computer Program for Two-Dimensional Elastostatics Using Linear Boundary Elements / p242 (0256.jp2)
  77. C. BEM Computer Program for Two-Dimensional Potential Analysis Using Linear Boundary Elements / p256 (0270.jp2)
  78. List of Publications and Presentations / p265 (0279.jp2)
7access
Codes
  • NII Article ID (NAID)
    500000072404
  • NII Author ID (NRID)
    • 8000000072598
  • DOI(NDL)
  • NDLBibID
    • 000000236718
  • Source
    • NDL ONLINE
    • NDL Digital Collections
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