Computational model for pumpability of concrete コンクリートのポンパビリチーの数値モデル

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著者

    • Nanayakkara, Anura ナナヤッカラ, アヌラ

書誌事項

タイトル

Computational model for pumpability of concrete

タイトル別名

コンクリートのポンパビリチーの数値モデル

著者名

Nanayakkara, Anura

著者別名

ナナヤッカラ, アヌラ

学位授与大学

東京大学

取得学位

工学博士

学位授与番号

甲第8770号

学位授与年月日

1990-09-29

注記・抄録

博士論文

目次

  1. Contents / p9 (0009.jp2)
  2. Abstract / p4 (0004.jp2)
  3. Acknowledgements / p8 (0008.jp2)
  4. 1 Introduction / p1 (0013.jp2)
  5. 1.1 General / p2 (0014.jp2)
  6. 1.2 Pumpable Cncrete / p2 (0014.jp2)
  7. 1.3 Pumping Equipment / p4 (0016.jp2)
  8. 1.4 Previous Studies / p9 (0021.jp2)
  9. 1.5 The Objective of the Study / p11 (0023.jp2)
  10. 2 Evaluation of Aggregate Particle Motion in Liquid Solid Flows / p14 (0026.jp2)
  11. 2.1 Introduction / p15 (0027.jp2)
  12. 2.2 Visualized Test / p15 (0027.jp2)
  13. 2.3 Evaluation of Aggregate Phase / p18 (0030.jp2)
  14. 2.4 Kinematic and Deformational Behavior of Aggregate Phase in Model Concrete / p22 (0034.jp2)
  15. 2.5 Concluding Remarks / p27 (0039.jp2)
  16. 3 Flow and Segregation Behavior of Two-Phase Model Concrete Around Bifurcating Pipelines / p29 (0041.jp2)
  17. 3.1 Introduction / p30 (0042.jp2)
  18. 3.2 Visualized Test and Image Analysis / p32 (0044.jp2)
  19. 3.3 Segregation Process and Mechanism / p33 (0045.jp2)
  20. 3.4 Concluding Remarks / p46 (0058.jp2)
  21. 4 Deformational Compatibility of Solid Phase for Tapering Flow of Dense Liquid-Solid Material / p48 (0060.jp2)
  22. 4.1 Introduction / p49 (0061.jp2)
  23. 4.2 Reduced Deformational Compatibility in One-Dimensional Analysis / p51 (0063.jp2)
  24. 4.3 Deformation of Solid Phase in Dense Liquid-Solid Flow in Pipes / p55 (0067.jp2)
  25. 4.4 A Proposal of Reduced Compatibility for Two-Dimensional pipe flow / p64 (0076.jp2)
  26. 4.5 Extension to Three-Dimensional Pipe Flow / p69 (0081.jp2)
  27. 4.6 Concluding Remarks / p71 (0083.jp2)
  28. 5 Deformational Compatibility for Solid Phase of Dense Liquid-Solid Flow in Bent Pipes / p74 (0086.jp2)
  29. 5.1 Introduction / p75 (0087.jp2)
  30. 5.2 Deformational Compatibility Along the Axis of the Bent Pipe / p76 (0088.jp2)
  31. 5.3 Deformation of Solid Phase in Dense Liquid-Solid Flow in Bent Pipes / p79 (0091.jp2)
  32. 5.4 A Proposal of Reduced Compatibility for Bent Pipe in Two Dimension / p88 (0100.jp2)
  33. 5.5 Extension to Three Dimensional Pipe Flow / p96 (0108.jp2)
  34. 5.6 Concluding Remarks / p101 (0113.jp2)
  35. 6 A Multi-Phase Model for Flow of Fresh Concrete in Pipelines / p105 (0117.jp2)
  36. 6.1 Introduction / p106 (0118.jp2)
  37. 6.2 Concept of the Proposed Model / p107 (0119.jp2)
  38. 6.3 Three Dimensional Multi-Phase Model / p110 (0122.jp2)
  39. 6.4 One Dimensional Integrated Model / p114 (0126.jp2)
  40. 6.5 Tentative Material Models for Parametric Study / p133 (0145.jp2)
  41. 6.6 Analytical Procedure / p141 (0153.jp2)
  42. 6.7 Results and Discussion of Parametric study / p145 (0157.jp2)
  43. 6.8 Concluding Remarks / p165 (0177.jp2)
  44. 7 Deformation of Fresh Concrete in Bent and Tapered Pipes / p170 (0182.jp2)
  45. 7.1 Introduction / p171 (0183.jp2)
  46. 7.2 Experimental Procedure of Concrete Pumping Test / p172 (0184.jp2)
  47. 7.3 Effect of [数式] and [数式] on Resistance Against Deformation of Fresh Concrete / p180 (0192.jp2)
  48. 7.4 The One Dimensional Three Phase Model for Fresh Concrete / p184 (0196.jp2)
  49. 7.5 Concluding Remarks / p211 (0223.jp2)
  50. 8 Conclusions / p226 (0238.jp2)
  51. Appendix A:Computer Programs / p230 (0242.jp2)
  52. Appendix B:Pumping Test Results / p246 (0258.jp2)
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各種コード

  • NII論文ID(NAID)
    500000081528
  • NII著者ID(NRID)
    • 8000000081736
  • DOI(NDL)
  • NDL書誌ID
    • 000000245842
  • データ提供元
    • NDL ONLINE
    • NDLデジタルコレクション
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