BL Zettingsanalyse Skatepark Lelystad

Hydraulic head [m] -4.664 -4.763 -4.863 -4.899 -4.903 -4.910 -4.917 -4.920 -4.924 -4.931 -4.938 -4.945 -4.952 -4.957 -4.998 -5.034 -5.034 -5.089 -5.147 -5.147 -5.173

Loading [kPa] 0.783 1.395 1.147 0.952 1.233 1.470 1.384 1.324 1.221 1.094 1.014 0.969 0.946 0.938 0.893 0.777 0.777 0.554 0.319 0.319 0.204

Lelystad doorsnede A-A

Settlement [m] 0.109 0.109 0.108 0.108 0.107 0.106 0.105 0.105 0.104 0.103 0.102 0.101 0.100 0.099 0.092 0.084 0.084 0.060 0.035 0.035 0.018 Page 16

D-Settlement 21.2 Depth [m] -8.900 -8.900 -9.550 -10.550 -10.950 -11.600 -12.600 -13.000

Effective Stress [kPa] 31.932 31.932 38.300 48.127 52.069 58.490 68.402 72.377

Hydraulic head [m] -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200

Loading [kPa] 0.092 0.092 -0.100 -0.356 -0.444 -0.569 -0.721 -0.770

Settlement [m] 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

3.21 Results for Vertical 21 (X = 45.50 m; Z = 0.00 m) Depth [m] -4.300 -4.400 -4.500 -4.600 -4.700 -4.800 -4.900 -5.000 -5.100 -5.200 -5.300 -5.550 -6.200 -6.800 -6.800 -7.500 -8.200 -8.200 -8.550 -8.900 -8.900 -9.550 -10.550 -10.950 -11.600 -12.600 -13.000

Effective Stress [kPa] 12.017 13.559 15.041 16.472 17.894 18.633 19.111 19.678 20.253 20.832 21.413 22.869 26.703 30.332 30.332 32.917 35.615 35.615 36.077 36.554 36.554 42.842 52.601 56.529 62.939 72.851 76.831

Hydraulic head [m] -4.300 -4.399 -4.498 -4.598 -4.697 -4.796 -4.895 -4.902 -4.908 -4.915 -4.922 -4.939 -4.985 -5.030 -5.030 -5.086 -5.147 -5.147 -5.173 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200

Loading [kPa] 9.617 9.567 9.465 9.321 9.163 8.311 7.187 7.053 6.926 6.804 6.684 6.382 5.516 4.647 4.647 3.663 2.781 2.781 2.388 2.026 2.026 1.433 0.699 0.457 0.116 -0.302 -0.439

Settlement [m] 0.212 0.204 0.198 0.192 0.186 0.181 0.176 0.172 0.168 0.164 0.161 0.152 0.130 0.111 0.111 0.077 0.044 0.044 0.022 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

3.22 Results for Vertical 22 (X = 46.00 m; Z = 0.00 m) Depth [m] -4.300 -4.400 -4.500 -4.600 -4.700 -4.800 -4.900 -5.000 -5.100 -5.200 -5.300 -5.550 -6.200 5-04-22

Effective Stress [kPa] 12.007 13.502 15.033 16.581 18.120 18.861 19.372 19.939 20.493 21.040 21.582 22.935 26.534

Hydraulic head [m] -4.300 -4.399 -4.498 -4.598 -4.697 -4.796 -4.895 -4.902 -4.908 -4.915 -4.922 -4.939 -4.985

Loading [kPa] 9.607 9.510 9.458 9.442 9.437 8.648 7.635 7.582 7.510 7.421 7.319 7.019 6.085

Lelystad doorsnede A-A

Settlement [m] 0.220 0.212 0.206 0.200 0.194 0.189 0.184 0.180 0.175 0.171 0.167 0.157 0.134 Page 17

D-Settlement 21.2 Depth [m] -6.800 -6.800 -7.500 -8.200 -8.200 -8.550 -8.900 -8.900 -9.550 -10.550 -10.950 -11.600 -12.600 -13.000

Effective Stress [kPa] 30.018 30.018 32.512 35.173 35.173 35.628 36.104 36.104 42.398 52.177 56.114 62.539 72.474 76.463

Hydraulic head [m] -5.030 -5.030 -5.086 -5.147 -5.147 -5.173 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200

Loading [kPa] 5.166 5.165 4.135 3.209 3.209 2.793 2.408 2.408 1.775 0.982 0.719 0.345 -0.117 -0.270

Settlement [m] 0.115 0.115 0.079 0.045 0.045 0.022 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

3.23 Results for Vertical 23 (X = 47.00 m; Z = 0.00 m) Depth [m] -4.150 -4.250 -4.350 -4.450 -4.550 -4.650 -4.750 -4.850 -4.900 -4.950 -5.050 -5.150 -5.200 -5.475 -6.100 -6.800 -6.800 -7.500 -8.200 -8.200 -8.550 -8.900 -8.900 -9.550 -10.550 -10.950 -11.600 -12.600 -13.000

Effective Stress [kPa] 8.759 11.070 12.740 14.359 15.917 17.443 18.702 19.240 19.509 19.816 20.430 21.043 21.348 23.014 26.755 31.000 31.000 33.630 36.412 36.412 36.921 37.449 37.449 43.831 53.728 57.707 64.192 74.206 78.222

Hydraulic head [m] -4.150 -4.249 -4.349 -4.448 -4.547 -4.646 -4.745 -4.844 -4.894 -4.897 -4.904 -4.911 -4.914 -4.933 -4.977 -5.029 -5.029 -5.085 -5.147 -5.147 -5.173 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200

Loading [kPa] 8.758 9.476 9.553 9.577 9.527 9.425 9.040 7.923 7.364 7.296 7.161 7.027 6.961 6.602 5.797 4.918 4.918 4.087 3.324 3.324 2.971 2.639 2.639 2.074 1.335 1.080 0.709 0.235 0.073

Settlement [m] 0.233 0.222 0.213 0.206 0.200 0.194 0.188 0.184 0.181 0.179 0.175 0.171 0.169 0.159 0.138 0.116 0.116 0.080 0.046 0.046 0.023 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

3.24 Results for Vertical 24 (X = 49.00 m; Z = 0.00 m) Depth [m] -4.150 -4.250 -4.350 -4.450 -4.550 5-04-22

Effective Stress [kPa] 0.724 2.323 3.936 5.582 7.263

Hydraulic head [m] -4.150 -4.250 -4.350 -4.449 -4.549

Loading [kPa] 0.723 0.724 0.740 0.788 0.872

Lelystad doorsnede A-A

Settlement [m] 0.127 0.125 0.124 0.124 0.123 Page 18

D-Settlement 21.2 Depth [m] -4.650 -4.750 -4.850 -4.900 -4.950 -5.050 -5.150 -5.200 -5.475 -6.100 -6.800 -6.800 -7.500 -8.200 -8.200 -8.550 -8.900 -8.900 -9.550 -10.550 -10.950 -11.600 -12.600 -13.000

Effective Stress [kPa] 8.970 10.691 11.755 12.126 12.533 13.343 14.146 14.546 16.718 21.538 26.813 26.813 30.249 33.637 33.637 34.401 35.152 35.152 41.883 52.188 56.298 62.967 73.207 77.299

Hydraulic head [m] -4.649 -4.748 -4.848 -4.897 -4.901 -4.908 -4.915 -4.918 -4.938 -4.982 -5.033 -5.033 -5.088 -5.147 -5.147 -5.173 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200

Loading [kPa] 0.983 1.108 0.576 0.150 0.212 0.333 0.447 0.502 0.774 1.246 1.580 1.580 1.744 1.775 1.775 1.752 1.709 1.709 1.589 1.341 1.231 1.048 0.771 0.665

Settlement [m] 0.123 0.122 0.122 0.122 0.122 0.121 0.121 0.121 0.118 0.110 0.098 0.098 0.071 0.042 0.042 0.021 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

3.25 Results for Vertical 25 (X = 52.00 m; Z = 0.00 m) Depth [m] -4.150 -4.250 -4.350 -4.450 -4.550 -4.650 -4.750 -4.850 -4.900 -4.950 -5.050 -5.150 -5.200 -5.475 -6.100 -6.800 -6.800 -7.500 -8.200 -8.200 -8.550 -8.900 -8.900 -9.550 -10.550 -10.950 -11.600 -12.600 -13.000

5-04-22

Effective Stress [kPa] 0.001 1.599 3.198 4.796 6.393 7.991 9.589 10.859 11.168 11.513 12.204 12.895 13.241 15.148 19.520 24.495 24.495 27.802 31.179 31.179 31.973 32.768 32.768 39.605 50.102 54.292 61.087 71.511 75.672

Hydraulic head [m] -4.150 -4.250 -4.350 -4.450 -4.549 -4.649 -4.749 -4.848 -4.898 -4.902 -4.909 -4.916 -4.919 -4.939 -4.983 -5.035 -5.035 -5.089 -5.147 -5.147 -5.173 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200

Loading [kPa] 0.000 0.000 0.000 0.000 0.000 0.001 0.001 -0.324 -0.814 -0.813 -0.811 -0.808 -0.807 -0.793 -0.730 -0.604 -0.604 -0.439 -0.263 -0.263 -0.178 -0.098 -0.098 0.031 0.176 0.216 0.259 0.282 0.279

Lelystad doorsnede A-A

Settlement [m] 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.088 0.088 0.088 0.088 0.088 0.087 0.085 0.078 0.078 0.057 0.035 0.034 0.017 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Page 19

D-Settlement 21.2

3.26 Results for Vertical 26 (X = 54.00 m; Z = 0.00 m) Depth [m] -4.150 -4.250 -4.350 -4.450 -4.550 -4.650 -4.750 -4.850 -4.900 -4.950 -5.050 -5.150 -5.200 -5.475 -6.100 -6.800 -6.800 -7.500 -8.200 -8.200 -8.550 -8.900 -8.900 -9.550 -10.550 -10.950 -11.600 -12.600 -13.000

5-04-22

Effective Stress [kPa] 0.001 1.599 3.198 4.796 6.393 7.990 9.587 10.889 11.197 11.541 12.230 12.919 13.264 15.160 19.479 24.353 24.353 27.532 30.777 30.777 31.509 32.247 32.247 38.995 49.393 53.555 60.318 70.718 74.876

Hydraulic head [m] -4.150 -4.250 -4.350 -4.450 -4.549 -4.649 -4.749 -4.848 -4.898 -4.902 -4.909 -4.916 -4.919 -4.939 -4.983 -5.035 -5.035 -5.089 -5.147 -5.147 -5.173 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200 -5.200

Loading [kPa] 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.295 -0.785 -0.785 -0.785 -0.784 -0.784 -0.781 -0.768 -0.735 -0.735 -0.682 -0.609 -0.609 -0.568 -0.525 -0.525 -0.443 -0.323 -0.280 -0.218 -0.146 -0.124

Lelystad doorsnede A-A

Settlement [m] 0.084 0.084 0.084 0.084 0.084 0.084 0.084 0.084 0.084 0.084 0.084 0.085 0.085 0.084 0.081 0.075 0.075 0.055 0.033 0.033 0.017 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Page 20

D-Settlement 21.2

4 Settlements 4.1 Settlements Vertical number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

X co-ordinate [m] 5.00 7.00 12.00 13.00 14.50 15.00 15.50 19.00 20.00 21.00 26.00 28.00 29.00 31.00 34.00 38.00 40.00 41.00 42.00 44.00 45.50 46.00 47.00 49.00 52.00 54.00

Z co-ordinate [m] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Surface level [m] -4.15 -4.15 -4.15 -4.30 -4.30 -4.30 -4.30 -4.30 -4.30 -4.30 -4.69 -4.69 -4.69 -4.69 -4.69 -5.10 -5.10 -5.10 -5.10 -4.66 -4.30 -4.30 -4.15 -4.15 -4.15 -4.15

Settlement

Part of final settlement [%] 19.479 21.028 38.031 37.771 40.487 41.525 41.324 37.764 37.140 36.499 25.407 21.208 20.366 19.370 16.014 -330.146 -681.038 -317.452 -104.561 26.590 36.137 36.646 38.388 31.509 21.120 19.449

Settlement [m] 0.084 0.087 0.198 0.207 0.269 0.296 0.295 0.207 0.201 0.196 0.097 0.087 0.085 0.084 0.078 0.008 0.004 0.008 0.020 0.109 0.212 0.220 0.233 0.127 0.087 0.084

4.2 Residual Times Vertical number

Time [days] 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

5-04-22

180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180

[m] 0.016 0.018 0.075 0.078 0.109 0.123 0.122 0.078 0.075 0.072 0.025 0.018 0.017 0.016 0.012 -0.027 -0.029 -0.027 -0.020 0.029 0.077 0.081 0.089 0.040 0.018 0.016

Lelystad doorsnede A-A

Residual settlements [m] 0.068 0.069 0.122 0.129 0.160 0.173 0.173 0.129 0.127 0.125 0.072 0.068 0.068 0.068 0.065 0.035 0.033 0.035 0.040 0.080 0.135 0.139 0.143 0.087 0.069 0.068 Page 21

D-Settlement 21.2

5 Warnings and errors List of non-fatal warnings and errors generated during calculation. 1

Non-uniform load [2]: Co-ordinate (2) lies below surface

2

Non-uniform load [2]: Co-ordinate (9) lies below surface

End of Report

5-04-22

Lelystad doorsnede A-A

Page 22

22.6717R01, 6 mei 2022

Bijlage D

Report for D-Settlement 21.2 Settlement Calculations Developed by Deltares

Date of report: Time of report: Report with version:

5/7/2022 7:00:30 PM 21.2.1.34213

Date of calculation: 5/7/2022 Time of calculation: 6:54:34 PM Calculated with version: 21.2.1.34213 File name:

Lelystad doorsnede A-A met EPS

Project identification:

Lelystad Doorsnede A-A met EPS Skatepark Woldpark Lelystad

D-Settlement 21.2

1 Table of Contents 1 Table of Contents 2 Echo of the Input 2.1 Layer Boundaries 2.2 Pl-lines 2.3 General Data 2.4 Soil Profiles 2.5 Soil Properties 2.6 Non-Uniform Loads 2.7 Verticals 3 Settlements 3.1 Settlements 3.2 Residual Times

5-04-22

2 3 3 3 3 3 3 4 5 6 6 6

Lelystad doorsnede A-A met EPS

Page 2

D-Settlement 21.2

2 Echo of the Input 2.1 Layer Boundaries Boundary number 4 -X4 -Y4 -X4 -Y3 -X3 -Y2 -X2 -Y1 -X1 -Y0 -X0 -Y-

0.000 -4.150 42.800 -5.100 0.000 -6.800 0.000 -8.200 0.000 -8.900 0.000 -13.000

Co-ordinates [m] 12.500 12.500 -4.150 -4.690 43.928 46.500 -4.690 -4.690 60.000 -6.800 60.000 -8.200 60.000 -8.900 60.000 -13.000

0.000 -4.900 0.000 -5.200

Co-ordinates [m] 60.000 -4.900 60.000 -5.200

35.000 -4.690 46.500 -4.150

37.500 -5.100 60.000 -4.150

2.2 Pl-lines Pl-line number 1 -X1 -Y2 -X2 -Y-

2.3 General Data Soil model: Consolidation model: Strain model: Groundwater level: Unit weight of water: Stress distribution - Soil: - Loads: End of consolidation: No maintain profile Pc (initial): Pc (per step): Creep rate reference time: No imaginary surface With submerging (only for non uniform loads) - Iteration stop criterium : Load column width - Non-Uniform Loads : - Trapeziform Loads :

NEN Bjerrum Darcy Linear Initial determined by Pl-line number 1 9.81 [kN/m³] Buisman None 10000.00 [days] Variable parallel to the initial effective stress Automatic increased to the final effective stresses 1.000 [days]

0.10 [m] 1.00 [m] 1.00 [m]

2.4 Soil Profiles Layer number 4 3 2 1

Material name Klei Klei, slap, humeus Veen Zand

Pl-line top 1 99 99 2

Pl-line bottom 99 99 2 2

2.5 Soil Properties Layer number 4 5-04-22

Drained

No

Unit weight Unsaturated Saturated [kN/m³] [kN/m³] 16.00 16.00 Lelystad doorsnede A-A met EPS

Page 3

D-Settlement 21.2 Layer number

Drained

3 2 1

No No Yes

Layer number

Storage type

4 3 2 1

Vert. cons. Vert. cons. Vert. cons. Vert. cons.

Unit weight Unsaturated Saturated [kN/m³] [kN/m³] 13.50 13.50 11.00 11.00 18.00 20.00 Vert. consolid. coefficient Cv [m²/s] 3.00E-08 4.00E-08 5.00E-07 -

Vertical permeability [m/s]

Equiv. age [days]

Permeability strain mod. [-] -

Layer number 4 3 2 1

POP [kN/m²] 10.00 10.00 10.00 8.00

OCR [-] -

-

Layer number

Reloading/ swelling ratio RR [-] 0.0730000 0.0950000 0.1330000 0.0033000

Compression ratio CR [-] 0.2150000 0.2850000 0.3840000 0.0100000

Coeff. of sec. compression Ca [-] 0.0087500 0.0145000 0.0198000 0.0000000

4 3 2 1

Initial vertical permeability [m/s] -

-

Reloading/ swelling index Cr [-] -

Compression index Cc [-] -

Initial void ratio (e0) [-] -

2.6 Non-Uniform Loads Load number

Time [days]

1 2 3 4 5 6

-1 0 0 0 0 0

Load number 1 -X1 -Y2 -X2 -Y2 -X2 -Y3 -X3 -Y4 -X4 -Y4 -X4 -Y5 -X5 -Y6 -X6 -Y6 -X6 -Y6 -X6 -Y-

5-04-22

Unit weight Unsaturated Saturated [kN/m³] [kN/m³] 16.00 16.00 -16.00 -16.00 17.00 19.00 1.00 1.00 1.00 1.00 24.00 24.00 Co-ordinates [m] 12.50 -4.15 12.50 -4.15 46.50 -4.69 12.50 -4.39 12.50 -4.39 21.20 -4.00 43.93 -4.39 12.50 -4.00 21.20 -3.85 46.50 -3.64

46.50 -4.15 12.50 -4.69 46.50 -4.15 35.00 -4.39 12.50 -4.00 26.00 -4.39 45.25 -3.79 12.50 -3.85 26.00 -4.24 46.50 -3.79

35.00 -4.69

37.50 -5.10

42.80 -5.10

43.92 -4.69

37.50 -4.79 14.50 -4.00

42.80 -4.79 14.50 -3.34

43.93 -4.39 15.50 -3.34

46.50 -4.39 17.00 -4.00

46.50 -3.79 14.50 -3.85 35.00 -4.24

46.50 -4.39 14.50 -3.19 37.50 -4.64

15.50 -3.19 42.75 -4.64

17.00 -3.85 45.25 -3.64

Lelystad doorsnede A-A met EPS

Page 4

D-Settlement 21.2

2.7 Verticals Vertical number 1-5 6 - 10 11 - 15 16 - 20 21 - 25 26

5-04-22

5.000 15.000 26.000 38.000 45.500 54.000

X co-ordinates [m] 7.000 12.000 13.000 15.500 19.000 20.000 28.000 29.000 31.000 40.000 41.000 42.000 46.000 47.000 49.000

Lelystad doorsnede A-A met EPS

14.500 21.000 34.000 44.000 52.000

Page 5

D-Settlement 21.2

3 Settlements 3.1 Settlements Vertical number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

X co-ordinate [m] 5.00 7.00 12.00 13.00 14.50 15.00 15.50 19.00 20.00 21.00 26.00 28.00 29.00 31.00 34.00 38.00 40.00 41.00 42.00 44.00 45.50 46.00 47.00 49.00 52.00 54.00

Z co-ordinate [m] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Surface level [m] -4.15 -4.15 -4.15 -4.69 -4.69 -4.69 -4.69 -4.69 -4.69 -4.69 -4.69 -4.69 -4.69 -4.69 -4.69 -5.10 -5.10 -5.10 -5.10 -4.69 -4.69 -4.69 -4.15 -4.15 -4.15 -4.15

Settlement

Part of final settlement [%] 18.728 18.953 22.137 19.208 20.754 20.817 21.095 21.750 21.540 21.287 20.133 19.651 19.474 19.022 15.830 -363.517 -1195.864 -550.760 -183.814 13.596 16.113 15.793 21.868 19.642 18.817 18.660

Settlement [m] 0.083 0.084 0.098 0.078 0.087 0.088 0.089 0.091 0.090 0.089 0.086 0.084 0.084 0.083 0.078 0.008 0.002 0.005 0.013 0.075 0.076 0.073 0.096 0.086 0.083 0.083

3.2 Residual Times Vertical number

Time [days] 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

5-04-22

180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180 180

[m] 0.016 0.016 0.022 0.015 0.018 0.018 0.019 0.020 0.019 0.019 0.017 0.017 0.016 0.016 0.012 -0.027 -0.030 -0.028 -0.024 0.010 0.012 0.011 0.021 0.017 0.016 0.015

Residual settlements [m] 0.068 0.068 0.076 0.063 0.069 0.069 0.070 0.071 0.070 0.070 0.068 0.068 0.068 0.067 0.065 0.035 0.032 0.034 0.037 0.065 0.064 0.061 0.075 0.069 0.068 0.068

Lelystad doorsnede A-A met EPS

Page 6

D-Settlement 21.2

End of Report

5-04-22

Lelystad doorsnede A-A met EPS

Page 7