Failure mechanism and stability analysis of reinforced sandy slope 補強砂斜面の破壊メカニズムと極限つりあい法による安定解析
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著者
書誌事項
- タイトル
-
Failure mechanism and stability analysis of reinforced sandy slope
- タイトル別名
-
補強砂斜面の破壊メカニズムと極限つりあい法による安定解析
- 著者名
-
黄, 景川
- 著者別名
-
ホァン, チンツァン
- 学位授与大学
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東京大学
- 取得学位
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工学博士
- 学位授与番号
-
甲第8768号
- 学位授与年月日
-
1990-09-29
注記・抄録
博士論文
目次
- CONTENTS / (0004.jp2)
- CHAPTER1 INTRODUCTION / p1 (0008.jp2)
- 1-1 BACKGROUND / p1 (0008.jp2)
- 1-2 THE MECHANISMS OF SOIL REINFORCING / p2 (0009.jp2)
- 1-3 BACKGROUND OF THE PRESENT STUDY / p3 (0010.jp2)
- 1-4 OBJECTIVE OF THE PRESENT / p5 (0012.jp2)
- CHAPTER2 MODEL TEST APPARATUS / p6 (0013.jp2)
- 2-1 REDUCE SCALE MODEL TEST / p6 (0013.jp2)
- 2-2 TEST MEDIUM / p6 (0013.jp2)
- 2-3 FOOTING AND LOADING SYSTEM / p9 (0016.jp2)
- 2-4 SAND BOX AND PHOTOGRAMMETRIC METHOD / p11 (0018.jp2)
- 2-5 REINFORCING STRIPS / p12 (0019.jp2)
- CHAPTER3 MODEL TEST RESULTS / p15 (0022.jp2)
- 3-1 MODEL TEST ARRANGEMENT / p15 (0022.jp2)
- 3-2 TEST RESULTS AND DISCUSSIONS OF GROUP1(The effect of the load inclination) / p18 (0025.jp2)
- 3-3 TEST RESULTS AND DISCUSSIONS OF GROUP2(Restraining conditions of the footing) / p21 (0028.jp2)
- 3-4 TEST RESULTS AND DISCUSSIONS OF GROUP3(The effect of vertical spacing of reinforcement) / p22 (0029.jp2)
- 3-5 TEST RESULTS AND DISCUSSIONS OF GROUP4(The effect of the length and the position of reinfocement) / p24 (0031.jp2)
- 3-6 TEST RESULTS AND DISCUSSIONS OF GROUP5(The effect of covering ratio) / p26 (0033.jp2)
- 3-7 TEST RESULTS AND DISCUSSIONS OF GROUP6(The effect of the orientation of reinforcement) / p28 (0035.jp2)
- 3-8 SUMMARY OF OBSERVED FAILURE MECHANISMS / p30 (0037.jp2)
- 3-9 CONCLUSIONS / p32 (0039.jp2)
- CHAPTER4 FORMULATION OF STABILITY ANALYSIS / p35 (0042.jp2)
- 4-1 GENERAL CONCEPT OF SLOPE STABILITY ANALYSIS / p35 (0042.jp2)
- 4-2 INCORPORATING REINFORCEMENT FORCE / p39 (0046.jp2)
- 4-3 FELLENIUS METHOD / p40 (0047.jp2)
- 4-4 BISHOP'S METHOD / p42 (0049.jp2)
- 4-5 SPENCER'S MEHTOD / p45 (0052.jp2)
- 4-6 JANBU'S METHOD / p46 (0053.jp2)
- 4-7 BILINEAR TWO-WEDGE METHOD / p49 (0056.jp2)
- 4-8 CONCLUSIONS / p54 (0061.jp2)
- CHAPTER5 LIMIT EQUILIBRIUM ANALYSIS OF THE TEST RESULTS / p55 (0062.jp2)
- 5-1 THE FAILURE MECHANISM OF LOADED SLOPES / p55 (0062.jp2)
- 5-2 FURTHER VERIFICATION OF THE ANALYTICAL METHOD / p57 (0064.jp2)
- 5-3 THE ANALYSIS OF TEST RESULTS / p63 (0070.jp2)
- 5-4 CONCLUSIONS / p88 (0095.jp2)
- CHAPTER6 ANALYTICAL RESULTS BY OTHER METHODS / p91 (0098.jp2)
- 6-1 UNDEREXTIMATION OF BEARING CAPACITY BY NEGLECTING INTER-SLICE REINFORCEMENT FORCE / p91 (0098.jp2)
- 6-2 ANALYTICAL RESULTS BY USING CIRCULAR FAILURE SURFACE / p92 (0099.jp2)
- 6-3 COMPARISON BETWEEN DIFFERENT METHODS OF STABILITY ANALYSIS / p94 (0101.jp2)
- 6-4 ANALYTICAL RESULTS BY USING BILINEAR TOW-WEDGE MECHANISM / p96 (0103.jp2)
- 6-5 NUMERICAL ERROR IN THESE METHODS / p98 (0105.jp2)
- 6-6 PREDICTED FAILURE SURFACE BY DIFFERENT METHODS / p99 (0106.jp2)
- 6-7 CONCLUSIONS / p100 (0107.jp2)
- CHAPTER7 TRACTION FORCE IN REINFORCEMENT / p102 (0109.jp2)
- 7-1 METHOD OF PREDICTING TRACTION FORCE IN THE REINFORCEMENT / p102 (0109.jp2)
- 7-2 MEASURED TRACTION FORCE DISTRIBUTION IN REINFORCED SLOPES / p103 (0110.jp2)
- 7-3 THE PREDICTION OF THE MAXIMUM TENSILE FORCE IN REINFORCEMENT / p109 (0116.jp2)
- 7-4 CONCLUSIONS / p111 (0118.jp2)
- CHAPTER8 CONCLUSIONS AND FUTURE STUDY / p112 (0119.jp2)
- 8-1 CONCLUSIONS FROM THE PRESENT STUDY / p112 (0119.jp2)
- 8-2 FUTURE STUDY / p117 (0124.jp2)
- ACKNOWLEDGEMENT / p118 (0125.jp2)
- REFERENCE / p119 (0126.jp2)