Tunnel Face Stability & New CPT Applications - Geo-Engineering

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Tunnel Face Stability&New CPT ApplicationsPROEFSCHRIFTter verkrijging van de graad van doctoraan de Technische Universiteit Delft,op gezag van de Rector Magnificus, prof.ir. K.F. Wakker,voorzitter van het College voor Promoties,in het openbaar te verdedigen op maandag 10 september 2001 om 16.00 uurdoor Wouter BROEREciviel ingenieurgeboren te Amsterdam
Page 1: Tunnel Face Stability&New CPT Appli
Page 5 and 6: AcknowledgementsThis research has b
Page 7 and 8: AbstractDuring the boring of tunnel
Page 9 and 10: ContentsAcknowledgementsAbstractLis
Page 11 and 12: List of SymbolsGeneralccohesionc u
Page 13 and 14: List of SymbolsxiiiS st FTvwWz hz t
Page 16 and 17: 2 1. Introductionmencement of the w
Page 18 and 19: 4 1. IntroductionI find their color
Page 20 and 21: 6 2. Stability Analysis of the Tunn
Page 22 and 23: 8 2. Stability Analysis of the Tunn
Page 24 and 25: 10 2. Stability Analysis of the Tun
Page 40 and 41: 200 190 180261702. Stability Analys
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38 2. Stability Analysis of the Tun
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20076 2. Stability Analysis of the
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100 2. Stability Analysis of the Tu
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102 3. Horizontal Cone Penetration
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144 4. High-Speed Piezocone Tests i
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162 5. Conclusions and Recommendati
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164 5. Conclusions and Recommendati
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166 Bibliography[15] S. Babendererd
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168 Bibliography[47] W. Broere and
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170 Bibliography[81] G.T. Houlsby a
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172 Bibliography[117] M. Mohkam and
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174 Bibliography[152] M.Th.J.H. Smi
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176 BibliographyAs the Lecturer in
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178 Curriculum VitaeZwaarwichtig ne
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180 Samenvattinggoed met deze berek
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182 SamenvattingDank ook voor mijn
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184 NawoordFabrice, Benno, Koen, Si
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186 A. Basic Equations of Groundwat
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192 B. Basic Equations of Elasticit
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