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Tunnel Face Stability&New CPT Appli
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Dit proefschrift is goedgekeurd doo
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viAcknowledgementsKolla här, min
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viiiAbstractThe tunnel wound on and
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xContents3.2.4 Finite Element Model
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xiiList of Symbols× ij i = j norma
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xivList of Symbolsλfirst Lamé con
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1.2. Outline of this Thesis 3suppor
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Chapter 2Stability Analysis of the
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2.1. Introduction 7fluidsoilzs Fα
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2.1. Introduction 9Figure 2.3: Unsu
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2.1. Introduction 11q sq sq sααα
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φ = 40 ◦φ = 35 ◦2.1. Introduc
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2.1. Introduction 15T 1 T 1E1 E 1G
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2.1. Introduction 17N Deformation<
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2.1. Introduction 19GC45 ◦ + φ/2
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2.1. Introduction 21Figure 2.19: Ce
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2.1. Introduction 23Figure 2.21: In
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2.1. Introduction 25D (m) Soil type
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2.2. Wedge Stability Model 27the su
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2.2. Wedge Stability Model 29xyhz =
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2.2. Wedge Stability Model 31s ′
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2.2. Wedge Stability Model 33q 02ad
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2.2. Wedge Stability Model 35200400
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2.2. Wedge Stability Model 37with a
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2.2. Wedge Stability Model 39s(z t
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2.2. Wedge Stability Model 41∆p f
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2.2. Wedge Stability Model 43has be
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2.2. Wedge Stability Model 45from t
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2.2. Wedge Stability Model 47γF(t/
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2.2. Wedge Stability Model 49s min
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2.2. Wedge Stability Model 5140∆s
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2.3. Model Sensitivity Analysis 53P
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2.3. Model Sensitivity Analysis 55i
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2.3. Model Sensitivity Analysis 57
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2.3. Model Sensitivity Analysis 591
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2.3. Model Sensitivity Analysis 61
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2.3. Model Sensitivity Analysis 63t
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2.3. Model Sensitivity Analysis 65o
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2.4. Comparison with Field Cases 67
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2.4. Comparison with Field Cases 69
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Figure 2.57: Overview of soil strat
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2.4. Comparison with Field Cases 73
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2.4. Comparison with Field Cases 75
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2.4. Comparison with Field Cases 77
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2.4. Comparison with Field Cases 79
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2.4. Comparison with Field Cases 81
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2.4. Comparison with Field Cases 83
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2.4. Comparison with Field Cases 85
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2.4. Comparison with Field Cases 87
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2.4. Comparison with Field Cases 89
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2.4. Comparison with Field Cases 91
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2.4. Comparison with Field Cases 93
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2.5. Further Groundwater Influences
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2.6. Conclusions 97the effective st
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2.6. Conclusions 99has been made th
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Chapter 3Horizontal Cone Penetratio
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3.2. Interpretation of Cone Penetra
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3.2. Interpretation of Cone Penetra
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3.2. Interpretation of Cone Penetra
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3.3. Calibration Chamber Tests on S
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3.3. Calibration Chamber Tests on S
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3.3. Calibration Chamber Tests on S
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3.3. Calibration Chamber Tests on S
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3.3. Calibration Chamber Tests on S
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3.3. Calibration Chamber Tests on S
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3.3. Calibration Chamber Tests on S
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3.3. Calibration Chamber Tests on S
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3.3. Calibration Chamber Tests on S
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3.3. Calibration Chamber Tests on S
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3.4. Scale Model Tests 129Figure 3.
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3.4. Scale Model Tests 1315210Figur
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3.5. Field Tests 133Figure 3.35: Pl
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- Page 155 and 156: 3.7. Conclusions 141W H/V 043Ticino
- Page 157 and 158: Chapter 4High-Speed Piezocone Tests
- Page 159 and 160: 4.2. Determination of Liquefaction
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- Page 163 and 164: 4.4. Calibration Chamber Tests 149
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- Page 171 and 172: 4.5. Conclusions and Recommendation
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- Page 175 and 176: Chapter 5Conclusions and Recommenda
- Page 177 and 178: 5. Conclusions and Recommendations
- Page 179 and 180: Bibliography[1] M.Y. Abu-Farsakh, G
- Page 181 and 182: Bibliography 167[30] B. Belter, W.
- Page 183 and 184: Bibliography 169[65] J.K. van Deen.
- Page 185 and 186: Bibliography 171[99] E. Kreyszig. A
- Page 187 and 188: Bibliography 173[133] Committee on
- Page 189 and 190: Bibliography 175[171] F.W.J. van Vl
- Page 191 and 192: Curriculum VitaeWout Broere was bor
- Page 193 and 194: SamenvattingGraaffrontstabiliteit &
- Page 195 and 196: Samenvatting 181spanningen ook in d
- Page 197 and 198: NawoordIn de afgelopen jaren heb ik
- Page 199: Appendix ABasic Equations of Ground
- Page 203 and 204: A.2. Transient Flow 189withS s the
- Page 205 and 206: ....Appendix BBasic Equations of El
- Page 207: B. Basic Equations of Elasticity 19