Non-linear consolidation deformation analysis of soils under embankment loading 盛土載荷に伴う飽和粘土地盤の非線形圧密変形解析
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著者
書誌事項
- タイトル
-
Non-linear consolidation deformation analysis of soils under embankment loading
- タイトル別名
-
盛土載荷に伴う飽和粘土地盤の非線形圧密変形解析
- 著者名
-
Fernando, Geekiyanage Sarath Kumara
- 著者別名
-
フェルナンド, ギーキヤナゲ サラタ クマラ
- 学位授与大学
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名古屋大学
- 取得学位
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博士 (工学)
- 学位授与番号
-
甲第3432号
- 学位授与年月日
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1996-03-25
注記・抄録
博士論文
目次
- TABLE OF CONTENTS / p7 (0005.jp2)
- Title Page / p1 (0002.jp2)
- Abstract / p3 (0003.jp2)
- Acknowledgments / p5 (0004.jp2)
- Table of Contents / p7 (0005.jp2)
- I INTRODUCTION / p1 (0007.jp2)
- 1.1 General / p1 (0007.jp2)
- 1.2 Scope and Objective of Study / p3 (0008.jp2)
- 1.3 Organization of the Dissertation / p4 (0009.jp2)
- II LITERATURE REVIEW / p6 (0010.jp2)
- 2.1 General / p6 (0010.jp2)
- 2.2 Theoretical Developments in Consolidation Deformation Analysis / p7 (0010.jp2)
- 2.3 Constitutive Models for Overconsolidated Soils / p13 (0013.jp2)
- 2.4 Summary and Concluding Remarks / p17 (0015.jp2)
- III THEORETICAL BACKGROUND / p18 (0016.jp2)
- 3.1 General / p18 (0016.jp2)
- 3.2 Governing Equations for Finite Deformation Regime / p19 (0016.jp2)
- 3.3 Subloading Surface Concept Applied to Original Cam-clay Model / p27 (0020.jp2)
- 3.4 Finite Element Solution to Governing Equations / p38 (0026.jp2)
- 3.5 Summary and Concluding Remarks / p44 (0029.jp2)
- IV MATERIAL NON-LINEARITY ON DEFORMATION BEHAVIOR / p45 (0029.jp2)
- 4.1 General / p45 (0029.jp2)
- 4.2 Elasto-Plastic Behavior of Embankment Foundation / p46 (0030.jp2)
- 4.3 Permeability-Settlement Ratio-Load Intensity Relationship for an Embankment Foundation / p50 (0032.jp2)
- 4.4 Characteristics of Sand Drain Treated Ground in terms of Settlement Ratio and Mass Permeability / p55 (0034.jp2)
- 4.5 Estimation of Mass Permeability / p62 (0038.jp2)
- 4.6 Case Studies / p63 (0038.jp2)
- 4.7 Summary and Concluding Remarks / p72 (0043.jp2)
- V GEOMETRICAL NON-LINEARITY ON DEFORMATION BEHAVIOR / p73 (0043.jp2)
- 5.1 General / p73 (0043.jp2)
- 5.2 One-dimensional Consolidation Deformation Behavior / p74 (0044.jp2)
- 5.3 Two-dimensional Consolidation Deformation Behavior / p77 (0045.jp2)
- 5.4 Deformation Analysis with Updated Coordinates using Infinitesimal Deformation Theory / p92 (0053.jp2)
- 5.5 Summary and Concluding Remarks / p92 (0053.jp2)
- VI DEFORMATION BEHAVIOR OF OVER CONSOLIDATED GROUND USING FINITE DEFORMATION THEORY / p93 (0053.jp2)
- 6.1 General / p93 (0053.jp2)
- 6.2 State of Natural Soil Foundation / p94 (0054.jp2)
- 6.3 Overconsolidated Soil Behavior in Triaxial Apparatus / p99 (0056.jp2)
- 6.4 Finite Consolidation Deformation Behavior of lightly Overconsolidated Clay Foundation / p101 (0057.jp2)
- 6.5 Finite Consolidation Deformation Behavior of Heavily Overconsolidated Clay Foundation / p127 (0070.jp2)
- 6.6 Localization of Deformation in the Foundation / p145 (0079.jp2)
- 6.7 Summary and Concluding Remarks / p148 (0081.jp2)
- VII CONCLUSIONS / p150 (0082.jp2)
- 7.1 Conclusions / p150 (0082.jp2)
- REFERENCES / p153 (0083.jp2)
- APPENDIX / p159 (0086.jp2)