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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著者

    • Ali, Komak Panah アリ, コマク パナ

書誌事項

タイトル

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

タイトル別名

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

著者名

Ali, Komak Panah

著者別名

アリ, コマク パナ

学位授与大学

東北大学

取得学位

工学博士

学位授与番号

甲第4287号

学位授与年月日

1990-09-12

注記・抄録

博士論文

目次

  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)
7アクセス

各種コード

  • NII論文ID(NAID)
    500000072404
  • NII著者ID(NRID)
    • 8000000072598
  • DOI(NDL)
  • NDL書誌ID
    • 000000236718
  • データ提供元
    • NDL ONLINE
    • NDLデジタルコレクション

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