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Earthquake Analysis of Quay Walls - Appendix - J.W. Liang

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  Earthquake analysis of quay walls - Appendices -  Earthquake analysis of quay walls - Appendices - Page Earthquake analysis of quay walls Author Delft University of Technology Date ii   Appendices J.W. Liang Master Thesis 11-7-2011  Earthquake analysis of quay walls - Appendices - Earthquake analysis of quay walls Author Delft University of Technology Date Page Appendices J.W. Liang Master Thesis 11-7-2011 iii   Appendices Appendix A   Soundings and ground profile.................................A-1   Appendix B   Simplified static earth pressure approaches..........B-1   B1   Rankine theory........................................................................................................................B-1   B2   Coulomb theory.......................................................................................................................B-2   Appendix C   Mononobe & Okabe method....................................C-1   References........................................................................................................................................C-4   Appendix D   Liquefaction..............................................................D-1   D1   Liquefaction Process...............................................................................................................D-1   D2   Effect of liquefaction................................................................................................................D-1   D3   Can Liquefaction Be Predicted?..............................................................................................D-2   Appendix E   Liquefaction analysis...............................................E-1   E1   Determining the most liquefaction potential ground profile.....................................................E-2   E2   Determining the liquefiable layers.........................................................................................E-19   Appendix F   Forces on relieving structure....................................F-1   F1   Static forces on relieving floor.................................................................................................F-1   F2   Seismic forces on relieving structure.......................................................................................F-6   Appendix G   Static analysis of diaphragm wall with Msheet.......G-1   G1   Choice of model......................................................................................................................G-1   G2   Schematization of the geometry.............................................................................................G-1   G3   Soil profile and parameters....................................................................................................G-1   G4   Material properties..................................................................................................................G-1   G5   Results static analysis Msheet...............................................................................................G-2   G6   References.............................................................................................................................G-9   Appendix H   Static analysis Diaphragm wall with Plaxis............H-1   H1   Static model Plaxis..................................................................................................................H-1   H2   Static model calculation Plaxis................................................................................................H-5   H3   Static model output Plaxis.......................................................................................................H-8   H4   References............................................................................................................................H-11   Appendix I   Pseudo static calculation diaphragm wall......................I-1   I1   Case 1 (no excess pore water pressure).................................................................................I-1   I2   Case 2 (50% excess pore water pressure)............................................................................I-10   I3   Case 3 (Liquefied backfill)......................................................................................................I-15   Appendix J   dynamic calculation Diaphragm wall Msheet..........J-1   J1   Choice of model.......................................................................................................................J-1   J2   Schematization of the geometry..............................................................................................J-1   J3   Soil profile and parameters.....................................................................................................J-1   J4   Material properties...................................................................................................................J-1   J5   Calculation...............................................................................................................................J-2    Earthquake analysis of quay walls - Appendices - Page Earthquake analysis of quay walls Author Delft University of Technology Date iv   Appendices J.W. Liang Master Thesis 11-7-2011 Appendix K   Dynamic calculation Plaxis diaphragm wall...........K-7   K1   Dynamic model Plaxis.............................................................................................................K-7   K2   Dynamic loading......................................................................................................................K-7   K3   Dynamic damping....................................................................................................................K-9   K4   Simulating excess pore water and liquefaction in Plaxis.......................................................K-11   K5   Construction method.............................................................................................................K-12   K6   Dynamic model output Plaxis................................................................................................K-13   K7   References............................................................................................................................K-29   Appendix L   Moment capacity concrete diaphragm wall.............L-1   L1   Current situation......................................................................................................................L-1   L2   Determining the maximum moment capacity..........................................................................L-3   Appendix M   Static analysis caisson by hand..............................M-1   M1   Geometry of caisson...............................................................................................................M-1   M2   Static forces acting on caisson...............................................................................................M-2   M3   Static calculations of caisson.................................................................................................M-5   M4   References...........................................................................................................................M-10   Appendix N   Satic analysis Caisson with Plaxis..........................N-1   N1   Static caisson model Plaxis.....................................................................................................N-1   N2   Static caisson model calculation Plaxis...................................................................................N-3   N3   Static model output Plaxis.......................................................................................................N-6   N4   References............................................................................................................................N-10   Appendix O   Pseudo static analysis Caisson quay wall..............O-1   O1   Caisson Case 1 (no excess pore water pressure).................................................................O-1   O2   Case 2 (50% excess pore water pressure)............................................................................O-7   O3   Case 3 (Liquefied backfill)....................................................................................................O-12   Appendix P   Dynamic calculation Plaxis Caisson.......................P-1   P1   Dynamic model Plaxis.............................................................................................................P-1   P2   Dynamic loading......................................................................................................................P-1   P3   Simulating excess pore water and liquefaction in Plaxis.........................................................P-1   P4   Construction method...............................................................................................................P-1   P5   Plaxis output............................................................................................................................P-1  

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Jul 23, 2017
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