Page 14 - Numerical Analysis and Modelling in Geomechanics

Tables

1.1 Young’s modulus [MPa] and Poisson’s ratio for the 17 material sets 7
1.2 Deflection readings in percent for the undisturbed subgrade 10
1.3 Deflection readings in percent for material set 1; group 1 16
1.4 Deflection readings in percent for material set 2; group 2 part 1 17
1.5 Deflection readings in percent for material set 3; group 2 part 1 17
1.6 Deflection readings in percent for material set 4; group 2 part 1 17
1.7 Deflection readings in percent for material set 5; group 2 part 1 18
1.8 Deflection readings in percent for material set 6: group 2 part 1 18
1.9 Deflection readings in percent for material set 7; group 2 part 1 18
1.10 Deflection readings in percent for material set 8; group 2 part 2 18
1.11 Deflection readings in percent for material set 9; group 2 part 2 19
1.12 Deflection readings in percent for material set 10; group 2 part 2 19
1.13 Deflection readings in percent for material set 11; group 2 part 2 19
1.14 Deflection readings in percent for material set 12; group 3 part 1 19
1.15 Deflection readings in percent for material set 13, group 3 part 1 20
1.16 Deflection readings in percent for material set 14; group 3 part 2 20
1.17 Deflection readings in percent for material set 15; group 3 part 2 20
1.18 Deflection readings in percent for material set 16; group 3 part 2 20
1.19 Deflection readings in percent for material set 17; group 3 part 2 21
2.1 Formulae for determining compressed air pressure 30
2.2 Formulae for determining quantities of air required 31
2.3 The area of tunnel face and method of construction 42
2.4 Perimeter area and thickness of initial layer of shotcrete for each 42
heading
2.5 Applied stresses and stress state variables for specimen 1 (test series 49
1)
2.6 Stress state variables for specimen 2 (test series 2: increasing 51
suction)
2.7 Stress state variables for specimen 3 (test series 3: saturated soil) 52
3.1 Input data for case study of wave-seabed-pipe interaction 72
3.2 Input data for case study of wave-seabed-caisson interaction 89
4.1 Input parameters based on a 10-year return period (1980–1990) 114
5.1 Human tolerance of vibration, in mm/s 137
5.2 Summary of parameters used in the computation 153
5.3 Examples of bending stresses around pipes due to ovalling 164