Effects of complementary cyclic shear stress on the undrained behavior of saturated sand under monotonic loading

[目次]

  • CONTENTS / p8
  • Abstract / p1
  • Acknowledgments / p6
  • CHAPTER1-INTRODUCTION / p1
  • 1.1 General remarks / p1
  • 1.2 Purpose and scope of this study / p3
  • 1.3 Organization of this study / p4
  • CHAPTER2-UNDRAINED BEHAVIOR OF SATURATED SAND IN MONOTONIC TESTS / p7
  • 2.1 Introduction / p7
  • 2.2 Critical void ratio / p10
  • 2.3 Steady state of deformation / p12
  • 2.4 Quasi-steady state and phase transformation / p17
  • 2.5 Factors affecting the general sample behavior / p20
  • 2.6 Conclusions / p26
  • CHAPTER3-APPARATUSES,TESTING PROCEDURES AND MATERIAL / p45
  • 3.1 Introduction / p45
  • 3.2 Bidirectional cyclic simple shear test equipment / p46
  • 3.3 Torsional shear test apparatus / p54
  • 3.4 Material / p72
  • 3.5 Conclusions / p72
  • CHAPTER4-BIDIRECTIONAL SIMPLE SHEAR TESTS / p99
  • 4.1 Introduction / p99
  • 4.2 Method of sample preparation / p102
  • 4.3 Calculation of void ratio / p104
  • 4.4 Undrained behavior under unidirectional monotonic shear / p106
  • 4.5 Influence of complementary cyclic shear stress / p113
  • 4.6 Conclusions / p121
  • CHAPTER5-TORSIONAL SHEAR TESTS WITH COMPLEMENTARY CYCLIC STRESS APPLICATION / p179
  • 5.1 Introduction / p179
  • 5.2 Method of sample preparation and calculation of void ratio / p182
  • 5.3 Undrained behavior under monotonic torque alone / p183
  • 5.4 Undrained tests under monotonic torque and complementary cyclic stress / p188
  • 5.5 Results from bidirectional simple and torsional shear tests / p194
  • 5.6 Conclusions / p197
  • CHAPTER6-EFFECTS OF COMPLEMENTARY CYCLIC SHEAR STRESS ON THE UNDRAINED BEHAVIOR OF SANDS / p237
  • 6.1 Introduction / p237
  • 6.2 Effects on the stress-strain relationships and stress paths / p237
  • 6.3 Effects on the mobilized friction angle at phase transformation / p238
  • 6.4 Effects on normalized effective stresses at phase transformation / p241
  • 6.5 Effects of cyclic stress ratio,CSR,of complementary cyclic stress on sand behavior / p244
  • 6.6 Influence of number of cycles,N₁%,of complementary cyclic stress on sand response / p246
  • 6.7 Influence of combined effect of cyclic stress ratio,CSR,and number of cycles,N₁% / p248
  • 6.8 Effects on the generation of excess pore water pressure / p251
  • 6.9 Effects of interruption of complementary cyclic shear stress / p253
  • 6.10 Mechanism of strength reduction / p255
  • 6.11 Conclusions / p257
  • CHAPTER7-FLOW FAILURE AND MINIMUM UNDRAINED STRENGTH / p307
  • 7.1 Introduction / p307
  • 7.2 Flow failure criteria / p309
  • 7.3 Assessment of minimum undrained strength / p313
  • 7.4 Zero strength state / p318
  • 7.5 Flow failure and field penetration tests / p320
  • 7.6 Implications for the steady state theory / p327
  • 7.7 Conclusions / p328
  • CHAPTER8-PROPOSAL OF IMPROVED PROCEDURE FOR ASSESSING FLOW FAILURE / p353
  • 8.1 Description of the improved procedure / p353
  • 8.2 Practical application / p358
  • 8.3 Conclusions / p360
  • CHAPTER9-CONCLUSIONS AND RECOMMENDATIONS / p373
  • 9.1 Conclusions / p374
  • 9.2 Recommendations / p381
  • REFERENCES / p383

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この本の情報

書名 Effects of complementary cyclic shear stress on the undrained behavior of saturated sand under monotonic loading
著作者等 Meneses Jorge
書名別名 飽和砂の単調載荷時の非排水挙動に及ぼす微小繰返しせん断応力の影響
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