Bijlage Analyserapport - toegevoegd nav commissiebehandeling 19 september.pdf

Left Right Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob* [kN/m²] [kN/m²] [%] [kN/m²] [kN/m²] [%] 0,00 0,00 0,00 0,00 P 0,00 0,00 3,24 0,00 A 0,00 0,00 3,24 0,00 A 0,00 0,00 6,48 0,00 A 0,00 0,00 6,48 0,00 A 0,00 0,00 9,72 0,00 A 0,00 0,00 11,72 0,00 A 0,00 0,00 13,44 0,00 A 0,00 0,00 14,05 0,00 A 0,00 0,00 17,35 0,00 A 0,00 0,00 18,02 0,00 A 0,00 0,00 21,44 0,00 A 0,00 0,00 21,85 0,00 A 0,00 6,28 23,26 6,28 A 0,00 6,28 23,47 6,28 A 0,00 12,56 24,89 12,56 A 0,00 12,56 25,08 12,56 A 0,00 18,84 26,51 18,84 A 0,00 18,84 26,70 18,84 A 0,00 25,11 28,14 25,11 A 0,00 25,11 28,31 25,11 A 0,00 31,39 29,76 31,39 A 0,00 31,39 P 29,92 31,39 A 10,41 37,77 P 31,40 37,77 A 4,78 37,77 P 31,56 37,77 A 10,03 44,15 P 33,05 44,15 A 9,96 44,15 P 33,20 44,15 A 15,73 50,52 P 34,70 50,52 A 18,05 50,52 P 34,84 50,52 A 23,67 56,53 3 96 36,25 56,53 A 23,46 56,53 3 96 36,38 56,53 A 27,65 62,54 3 88 37,80 62,54 A 27,48 62,54 3 89 37,93 62,54 A 31,69 68,55 3 83 39,35 68,55 A 31,48 68,55 3 84 39,47 68,55 A 35,42 74,56 2 79 40,90 74,56 A 56,16 74,56 3 81 30,17 74,56 A 62,45 81,42 2 70 32,07 81,42 A 60,34 81,42 2 72 32,47 81,42 A 62,25 88,29 2 60 34,39 88,29 A 61,25 88,29 2 61 34,76 88,29 A 62,96 95,16 2 53 36,71 95,16 A 62,16 95,16 2 53 37,05 95,16 A 53,35 102,02 1 39 41,22 102,02 1 53,61 102,02 1 40 41,22 102,02 1 34,71 108,89 1 23 67,08 108,89 1

Status (A=active, P=passive, Number is branche, 0 is unloading) Percentage passive mobilized

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D-Sheet Piling 18.1 8.7.5 Percentage mobilized resistance Horizontal soil pressure

Left [kN]

Effective Water Total

Right [kN] 285,5 604,4 889,8

Considered as passive side Maximum passive effective resistance Mobilized passive effective resistance Percentage mobilized resistance Position single support Maximum passive moment Mobilized passive moment Percentage mobilized moment

407,0 604,4 1011,4 Left 478,79 kN 285,49 kN 59,6 % 0,70 m 4790,94 kNm 2693,30 kNm 56,2 %

8.7.6 Anchors/Struts Anchor/strut Anker

10/27/2020

Level [m] 0,70

E-Modulus [kN/m²] 2,100E+08

Force [kN] 123,17

State

Side

Type

Elastic

Right

Anchor

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D-Sheet Piling 18.1

9 Outline Stage 2: Voetgangersbelasting

Outline - Stage 2: Voetgangersbelasting

Voetgangers

2,70 1,00

Sand, sl sil, moderate -0,40

-0,40

Clay, sl san, weak

-5,10 -5,55

-8,00

PZ 40

-5,55

Clay, sl san, weak

Clay, sl san, weak

Clay, sl san, moderate

Clay, sl san, moderate

Loam, ve san, stiff

Loam, ve san, stiff

-14,00

10/27/2020

Anker

-8,00

-14,00

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D-Sheet Piling 18.1

10 Overall Stability Stage 2: Voetgangersbelasting Stability factor :

1,29

10.1 Overall Stability

Overall Stability - Stage 2: Voetgangersbelasting

Partial factor set: RC 2 Stability factor: 1,29

-0,40

Voetgangers

2,70

Sand, sl sil, moderate

1,00 -0,40

Clay, sl san, weakAnker -5,10 -5,55 -8,00

-5,55

PZ 40 Clay, sl san, weak

Clay, sl san, weak

Clay, sl san, moderate

Clay, sl san, moderate

-14,00

-14,00

Loam, ve san, stiff

10/27/2020

-8,00

Loam, ve san, stiff

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D-Sheet Piling 18.1

11 Step 6.3 Stage 2: Voetgangersbelasting 11.1 Input Data Left

11.1.1 Calculation Method Calculation method: C, phi, delta 11.1.2 Water Level Water level: -0,65 [m] 11.1.3 Surface X [m] 0,00 2,00 12,00

Y [m] -4,10 -5,30 -5,60

11.1.4 Soil Material Properties in Profile: DKMM001 Layer name

Level

Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... Loam, ve san, ...

[m] 2,73 1,00 -5,55 -8,00 -14,00

Layer name Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... Loam, ve san, ...

Level [m] 2,73 1,00 -5,55 -8,00 -14,00

Layer name

Level

Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... Loam, ve san, ...

[m] 2,73 1,00 -5,55 -8,00 -14,00

Unit weight Unsat Sat. [kN/m³] [kN/m³] 18,00 20,00 15,00 15,00 15,00 15,00 18,00 18,00 18,00 18,00 Shell factor [-] 1,00 1,00 1,00 1,00 1,00

OCR [-] 1,00 1,00 1,00 1,00 1,00

Cohesion [kN/m²] 0,00 2,00 2,00 4,00 0,00

Friction angle phi [°] 23,44 15,02 15,02 19,42 23,89

Delta friction angle [°] 15,63 7,51 7,51 9,71 15,93

Grain type Fine Fine Fine Fine Fine

Earth pressure coefficients Active Neutral Passive [-] [-] [-] n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a.

Additional pore pressure Top Bottom [kN/m²] [kN/m²] 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00

11.1.5 Modulus of Subgrade Reaction (Secant) Layer name Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... Loam, ve san, ...

10/27/2020

Level [m] 2,73 1,00 -5,55 -8,00 -14,00

Branch 1 Top Bottom [kN/m³] [kN/m³] 12307,69 12307,69 1538,46 1538,46 1538,46 1538,46 3076,92 3076,92 9230,77 9230,77

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Branch 2 Top Bottom [kN/m³] [kN/m³] 6153,85 6153,85 769,23 769,23 769,23 769,23 1538,46 1538,46 4615,38 4615,38

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D-Sheet Piling 18.1 Layer name

Level [m] 2,73 1,00 -5,55 -8,00 -14,00

Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... Loam, ve san, ...

Branch 3 Top Bottom [kN/m³] [kN/m³] 3076,92 3076,92 384,62 384,62 384,62 384,62 615,38 615,38 2307,69 2307,69

11.2 Calculated Earth Pressure Coefficients Left Segment number

Level

1 2 3 4 5 6 7 8 9 10 11 12

Horizontal pressure Active Passive [kN/m²] [kN/m²] 0,0 3,8 0,0 5,3 0,0 6,8 0,2 12,5 2,6 18,8 3,8 24,5 5,0 30,3 2,6 57,7 4,6 69,8 7,3 83,5 10,0 97,4 12,6 111,3

[m] -4,34 -4,83 -5,31 -5,86 -6,47 -7,08 -7,69 -8,35 -9,05 -9,75 -10,45 -11,15

Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0,00 0,00 5,03 0,00 0,00 2,25 0,00 0,03 1,66 0,03 0,33 2,01 0,30 0,50 2,14 0,33 0,59 2,13 0,35 0,65 2,12 0,14 0,60 3,13 0,19 0,63 2,92 0,25 0,64 2,84 0,29 0,65 2,79 0,31 0,66 2,75

11.3 Calculated force from a layer Left Name Sand, sl sil, moderate Clay, sl san, weak Clay, sl san, weak Clay, sl san, moderate Loam, ve san, stiff

Force 0,00 7,68 52,81 272,93 0,00

11.4 Input Data Right

11.4.1 Calculation Method Calculation method: C, phi, delta 11.4.2 Water Level Water level: -0,35 [m] 11.4.3 Surface X [m] 0,00

Y [m] 2,70

11.4.4 Soil Material Properties in Profile: DKMM001 Layer name Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... 10/27/2020

Level [m] 2,73 1,00 -5,55 -8,00

Unit weight Unsat Sat. [kN/m³] [kN/m³] 18,00 20,00 15,00 15,00 15,00 15,00 18,00 18,00

Cohesion [kN/m²] 0,00 2,00 2,00 4,00

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Friction angle phi [°] 23,44 15,02 15,02 19,42

Delta friction angle [°] 15,63 7,51 7,51 9,71 Page 40

D-Sheet Piling 18.1 Layer name

Level

Loam, ve san, ...

[m] -14,00

Layer name Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... Loam, ve san, ...

Level [m] 2,73 1,00 -5,55 -8,00 -14,00

Layer name

Level

Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... Loam, ve san, ...

[m] 2,73 1,00 -5,55 -8,00 -14,00

Unit weight Unsat Sat. [kN/m³] [kN/m³] 18,00 18,00 Shell factor [-] 1,00 1,00 1,00 1,00 1,00

OCR [-] 1,00 1,00 1,00 1,00 1,00

Cohesion [kN/m²] 0,00

Friction angle phi [°] 23,89

Delta friction angle [°] 15,93

Grain type Fine Fine Fine Fine Fine

Earth pressure coefficients Active Neutral Passive [-] [-] [-] n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a. n.a.

Additional pore pressure Top Bottom [kN/m²] [kN/m²] 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00

11.4.5 Modulus of Subgrade Reaction (Secant) Layer name

Level

Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... Loam, ve san, ... Layer name

[m] 2,73 1,00 -5,55 -8,00 -14,00 Level

Sand, sl sil, mo... Clay, sl san, we... Clay, sl san, we... Clay, sl san, m... Loam, ve san, ...

[m] 2,73 1,00 -5,55 -8,00 -14,00

Branch 1 Top Bottom [kN/m³] [kN/m³] 12307,69 12307,69 1538,46 1538,46 1538,46 1538,46 3076,92 3076,92 9230,77 9230,77

Branch 2 Top Bottom [kN/m³] [kN/m³] 6153,85 6153,85 769,23 769,23 769,23 769,23 1538,46 1538,46 4615,38 4615,38

Branch 3 Top Bottom [kN/m³] [kN/m³] 3076,92 3076,92 384,62 384,62 384,62 384,62 615,38 615,38 2307,69 2307,69

11.4.6 Anchors Name

Anker

Level

E-Modulus

[m] 0,70

[kN/m²] 2,100E+08

Cross section [m²/m'] 7,580E-04

Length [m] 20,00

Angle [°] -10,00

Yield force [kN/m'] 297,70

Pre-tension. force [kN/m'] n.a.

11.4.7 Uniform Loads Name Voetgangers

Load [kN/m²] 5,50

Favourable / Unfavourable

Permanent / Variable

Unfavourable

Variable

11.5 Calculated Earth Pressure Coefficients Right Segment number 1 2 10/27/2020

Level [m] 2,42 1,85

Horizontal pressure Active Passive [kN/m²] [kN/m²] 3,9 37,2 7,7 73,0

Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0,37 0,60 3,51 0,37 0,60 3,51

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D-Sheet Piling 18.1 Segment number 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

Level [m] 1,28 0,85 0,44 -0,09 -0,38 -0,53 -0,94 -1,53 -2,13 -2,71 -3,31 -3,85 -4,34 -4,83 -5,31 -5,86 -6,47 -7,08 -7,69 -8,35 -9,05 -9,75 -10,45 -11,15

Horizontal pressure Active Passive [kN/m²] [kN/m²] 11,4 108,8 17,7 85,8 21,1 97,7 25,3 112,9 27,5 120,8 28,0 122,2 29,1 126,3 30,8 132,1 32,4 138,0 34,1 144,0 35,7 150,0 37,3 155,6 38,6 160,6 40,0 165,6 41,3 170,5 42,9 176,2 44,6 182,5 46,3 188,8 48,0 195,1 39,3 263,7 41,9 278,0 44,5 292,4 47,1 306,8 49,7 321,2

Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0,37 0,60 3,51 0,46 0,74 2,24 0,47 0,74 2,19 0,48 0,74 2,15 0,49 0,74 2,14 0,49 0,74 2,13 0,49 0,74 2,12 0,49 0,74 2,11 0,49 0,74 2,11 0,50 0,74 2,10 0,50 0,74 2,09 0,50 0,74 2,09 0,50 0,74 2,08 0,50 0,74 2,08 0,50 0,74 2,08 0,50 0,74 2,07 0,51 0,74 2,07 0,51 0,74 2,07 0,51 0,74 2,07 0,40 0,67 2,67 0,40 0,67 2,66 0,40 0,67 2,65 0,41 0,67 2,64 0,41 0,67 2,64

11.6 Calculated force from a layer Right Name Sand, sl sil, moderate Clay, sl san, weak Clay, sl san, weak Clay, sl san, moderate Loam, ve san, stiff

Force 0,00 210,35 111,30 155,64 0,00

11.7 Calculation Results Number of iterations: 4

10/27/2020

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