Bijlage Analyserapport - toegevoegd nav commissiebehandeling 19 september.pdf

a fs qc Rf* u1 u2 z 

Beschrijving Netto-oppervlakte verhouding van de conus Gemeten mantelwrijving Gemeten conusweerstand Wrijvingsgetal Waterspanning gemeten in de punt van de conus Waterspanning gemeten achter de punt van de conus Gecorrigeerde sondeerdiepte De gemeten hoek tussen de verticale as en de as van de conus

Eenheid MPa MPa % MPa MPa m °

De resultaten van een sondering kunnen worden gebruikt om de volgende indicatieve eigenschappen te bepalen: gelaagdheid;  grondsoort;  indicatieve geotechnische eigenschappen als; - gronddichtheid; - afschuiving parameters en; - vervorming en consolidatie-eigenschappen. 

4.2

S o nd e ri ng en in c lu s i ef m agn et o me te r D K MM

De sonderingen zijn uitgevoerd met behulp van een elektrische conus die de punt- en wrijvingsweerstand meet en registreert. De sondeerconus is tevens voorzien van een sensor, waarmee de sterkte van het aardmagnetisch veld in 3 orthogonale richtingen kan worden gemeten. De magnetische gevoeligheid van de sensor ligt in de orde van 10nT. De magnetometer sonderingen zijn uitgevoerd om de diepte van de bestaande damwand te bepalen. 4.3

H a ndb o rin g

Om een beter inzicht te krijgen in de samenstelling van de bovenste lagen en in de hoogte van de grondwaterspiegel is er een handboring uitgevoerd. Hierbij is gebruik gemaakt van een edelmanboor. Tijdens het handboren is het opgeboorde materiaal in het veld geïdentificeerd, dit is in een boorprofiel vastgelegd. Ook is de freatische grondwaterstand ingeschat op basis van de vochtigheidsgraad.

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4.4

P e il bu i s

Na het bereiken van de einddiepte, is er in het boorgat een peilbuis geplaatst. Voordat dit is gedaan, is eerst het werkwater in de boorbuis schoon en vrij van bezinksel gemaakt, dit om te voorkomen dat het filter in een later stadium dicht zal slibben. De geplaatste peilbuis is geheel omstort met filtergrind 0,8-1,25 mm, dit om een exacte meting van de freatische grondwaterstand te krijgen. De bovenkant van het filter is afgewerkt middels een puntstuk en draaddop. Ter bescherming van de peilbuizen is er een straatput geplaatst.

5

Interpretatie magnetometersondering

5.1

W e r k w ij z e

De lengte van de stalen damwand is bepaald door middel van een magnetometerconus. In deze conus is een magnetometer ingebouwd waarmee de sterkte van het aardmagnetisch veld in 3 orthogonale richtingen (x, y en z richting) wordt gemeten. Afwijkingen in de sterkte van het aardmagnetisch veld vormen een aanwijzing voor de aanwezigheid van ijzer of ijzerhoudende materialen in de ondergrond (bijvoorbeeld de damwand). In de bovenste twee meter van de magnetometer sondering kunnen nog invloeden van de sondeerequipment of andere objecten op maaiveldniveau meegemeten zijn. De gradienten in totaal magnetisch veld en de verticaal (weergeven in de sondeergrafieken) geven een indicatie van de aanwezigheid van ijzerhoudend materiaal. Met behulp van de computersoftware Potent wordt (aan de hand van een modellering van de damwand) de lengte van de damwand bepaald. De damwandlengte wordt in het model gevarieerd totdat de gemodeleerde veldsterkte in alle richtingen grafisch het meest overeenkomt met het gemeten magnetisch veld (zie figuur t/m 4.3). De nauwkeurigheid hiervan is afhankelijk van de waargenomen veranderingen in de magnetische veldsterkte. 5.2

I nt e rp r et at i e si gn aa l m a g net o m et er s ond e ri ng en

In tabel 4 is de interpretatie weergegeven van de gemeten variatie in veldsterkte. Hierbij is voor de sonderingen de diepte van de onderzijde van de damwand ten opzichte van N.A.P. en de lengte vanaf de onderzijde van de damwand tot het maaiveldniveau bepaald op basis van het verkregen signaal. In sondering DKMM003 wordt op een diepte van N.A.P. -4,7 m een verandering van het signaal waargenomen. De oorzaak van de verandering in dit signaal is onbekend. Op basis van de bepaalde lengte van de damwand bij sondering DKMM002 wordt de damwandlengte in sondering DKMM003 bepaald op 11,7 m. In figuur 4.1 t/m 4.3 zijn de grafische interpretaties van de magnetometersignalen gegeven. Op basis van de gemeten veldsterkten van het magnetisch veld verwachten we dat de bandbreedte van de lengtebepaling van de damwand op basis van de magnetometersonderingen op deze locaties ca. 25 cm bedraagt.

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Tabel 4: Interpretatie van de damlengte op basis van de uitgevoerde sondering . Sondering

Maaiveldniveau

Diepte onderzijde

Lengte onderzijde

damwand

damwand tot maaiveld

[m N.A.P.]

[m N.A.P.]

[m]

DKMM001

2,72

-11,5

14,2

DKMM002

2,73

-8,6

11,3

DKMM003

2,76

-8,9 (-4,7)

11,7 (7,5)

Figuur 4.1 DKMM001 (maaiveld ca. +2,72 m N.A.P. damwand ca. -11,5 m N.A.P.), blauw = gemeten magnetisch veld, rood = beste benadering van het magnetisch veld door modellering van de damwand.

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Figuur 4.2 DKMM002 (maaiveld ca. +2,73 m N.A.P. damwand ca. -8,6 m N.A.P.), blauw = gemeten magnetisch veld, rood = beste benadering van het magnetisch veld door modellering van de damwand.

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Figuur 4.3 DKMM003 (maaiveld ca. +2,76 m N.A.P. damwand ca. -8,9 m N.A.P.), blauw = gemeten magnetisch veld, rood = beste benadering van het magnetisch veld door modellering van de damwand.

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Bijlage 1

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Type DKMM (Magnetometer)

Uitvoering Uitgevoerd door W&P

Handboring

Uitgevoerd door W&P

Peilbuis (in B)

Uitgevoerd door W&P

Hoogtemeting

Uitgevoerd door W&P

Naam DKMM001 DKMM002 DKMM003 B001 B001PB01 Waterpeil

situatietekening

Datum:

X

Y

Z

[m]

[m]

[m NAP]

104265.7 104282.0 104287.9 104288.1 104288.1 104251.7

430652.7 430624.4 430613.8 430613.3 430613.3 430667.4

2.72 2.73 2.76 2.74 2.68 0.31

02.10.20 Gew:

Getekend:

JDIJ Gew:

Schaal:

1:500 Gew:

Formaat:

A3 Gew:

Project Jan Smitkade te Alblasserdam

Blad: 1 van 1

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Bijlage 2

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Conusweerstand (q c , MPa) 0

10 Maaiveld = 2.72

-100

in

20 m t.o.v. NAP

-75

-50

-25

0

25

50

75

100

X-dir

4

Y-dir 3 0.2

Z-dir

2 1.0

1 1.3

0 1.4

-1 1.8

Diepte in meters ten opzichte van NAP

-2 1.9

-3 2.6

-4 3.2

-5 3.8

-6 4.4

-7 5.1

-8 5.5

-9 6.0

-10 Sondering volgens norm NEN-EN-ISO 22476-1

Klasse: 2

Conustype: cylindrisch elektrisch I-CFXY-10

Conusserienummer: 200564

 : Afwijking van de verticaal

5

Magnetic field (nT)* 1000



6.3

-11 6.9

-12 7.1

-13 7.2

-14 7.4

-15 7.6

-16 0 0.10 0.20 Wrijvingsweerstand (f s , MPa)

0.30

12

10

8

6 4 2 0 Wrijvingsgetal (R f , %) Project: Project Jan Smitkade te Alblasserdam

Sondering:

DKMM001 x=

104265.7

y=

430652.7

Blad: 1 van 2

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Conusweerstand (q c , MPa) 0

10 Maaiveld = 2.72

-100

in

20

-75

-50

-25

0

25

50

75

100

7.6

m t.o.v. NAP

X-dir

-17

Y-dir -18

Z-dir -19 -20 -21 -22

Diepte in meters ten opzichte van NAP

-23 -24 -25 -26 -27 -28 -29 -30 -31 Sondering volgens norm NEN-EN-ISO 22476-1

Klasse: 2

Conustype: cylindrisch elektrisch I-CFXY-10

Conusserienummer: 200564

 : Afwijking van de verticaal

-16

Magnetic field (nT)* 1000



-32 -33 -34 -35 -36 -37 0 0.10 0.20 Wrijvingsweerstand (f s , MPa)

0.30

12

10

8

6 4 2 0 Wrijvingsgetal (R f , %) Project: Project Jan Smitkade te Alblasserdam

Sondering:

DKMM001 x=

104265.7

y=

430652.7

Blad: 2 van 2

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Conusweerstand (q c , MPa) 0

10 Maaiveld = 2.73

-100

in

20 m t.o.v. NAP

-75

-50

-25

0

25

50

75

100

X-dir

4

Y-dir 3 0.1

Z-dir

2 0.7

1 0.8

0 1.0

-1 1.4

Diepte in meters ten opzichte van NAP

-2 1.8

-3 2.8

-4 3.3

-5 3.8

-6 4.5

-7 5.0

-8 5.5

-9 5.9

-10 Sondering volgens norm NEN-EN-ISO 22476-1

Klasse: 2

Conustype: cylindrisch elektrisch I-CFXY-10

Conusserienummer: 200564

 : Afwijking van de verticaal

5

Magnetic field (nT)* 1000



6.1

-11 6.4

-12 6.6

-13 6.9

-14 7.6

-15 -16 0 0.10 0.20 Wrijvingsweerstand (f s , MPa)

0.30

12

10

8

6 4 2 0 Wrijvingsgetal (R f , %) Project: Project Jan Smitkade te Alblasserdam

Sondering:

DKMM002 x=

104282.0

y=

430624.3

Blad: 1 van 1

Blad 17 van 21

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Conusweerstand (q c , MPa) 0

10 Maaiveld = 2.76

-100

in

20 m t.o.v. NAP

-75

-50

-25

0

25

50

75

100

X-dir

4

Y-dir 3 28.42

0.1

Z-dir

2 0.9

1 0.5

0 0.7

-1 1.0

Diepte in meters ten opzichte van NAP

-2 2.5

-3 2.9

-4 3.5

-5 3.8

-6 4.2

-7 4.6

-8 4.9

-9 5.2

-10 Sondering volgens norm NEN-EN-ISO 22476-1

Klasse: 2

Conustype: cylindrisch elektrisch I-CFXY-10

Conusserienummer: 200564

 : Afwijking van de verticaal

5

Magnetic field (nT)* 1000



5.6

-11 6.0

-12 -13 -14 -15 -16 0 0.10 0.20 Wrijvingsweerstand (f s , MPa)

0.30

12

10

8

6 4 2 0 Wrijvingsgetal (R f , %) Project: Project Jan Smitkade te Alblasserdam

Sondering:

DKMM003 x=

104287.9

y=

430613.8

Blad: 1 van 1

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Bijlage 3

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Maatvoering in meters t.o.v. N.A.P.

Maatvoering in meters t.o.v. maaiveld

GWS d.d. (30-9-2020): N.A.P. + 1,17 m

+3

Straatput

+ 1,74 + 1,54 + 1,44 + 1,04

+1

+0

PB01

meters t.o.v. N.A.P.

+2

+ 2,74 + 2,69 + 2,14

+ 0,24 - 0,26

(0,00 - 0,05) , tegel (0,05 - 0,60) Zand, matig grof, zwak siltig, sterk grindig, grijs-bruin, puinresten (0,60 - 1,00) Zand, matig grof, zwak siltig, sterk grindig, bruin, puinresten (1,00 - 1,20) Zand, matig grof, zwak siltig, matig grindig, bruin (1,20 - 1,30) Zand, matig grof, kleiig, grijs-bruin (1,30 - 1,70) Klei, matig zandig, matig stevig, bruin (1,70 - 2,50) Zand, matig grof, zwak siltig, bruin (2,50 - 3,00) Klei, matig zandig, matig stevig, licht bruin

-1

Maatvoering t.o.v. N.A.P. PB01: Peilbuis 1, bovenkant: + 2,68 m, waterniv. (d.d. 30-9-2020): + 1,11 m

Project Jan Smitkade

RD coördinatensysteem

Alblasserdam

IV-infra

X = 104 288

Edelmanboring

Y = 430 613

Boormeester: Hidde Zijlstra

Uitgevoerd: 30-9-2020 Blad 1 van 1

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Opdrachtnr.: 76683

Boornummer: B001 76683-1 R72467 Geotechnisch onderzoek.pdf

VN-76683-1-B001.I00 & 76683_B001_CH01.I00

Boring conform NEN 5119

Boorstaat o.b.v. grondidentificatie in het veld (NEN 5104)

NEN 5104 Grondsoorten Hoofdgrondsoort / bijmenging

Niet NEN 5104 hoofdbestanddelen

Grind / grindig

Gesloten verharding

Zand / zandig

Puin

Leem / siltig

Schelpen

Klei / kleiig

Hout

Veen / humeus

Water Overige niet binnen NEN 5104 gedefinieerde hoofdbestanddelen

Geohydrologische gegevens Actuele grondwaterstand direct na boren bepaald Gemiddeld Hoogste Grondwaterstand (GHG) Gemiddeld Laagste Grondwaterstand (GLG)

Monstername

Aanvullingen

Geroerd monster

Filterzand

Ongeroerd monster

Filtergrind / Aanvulgrind Zwelkleikorrels

Peilbuizen Mikolit / Mikolit 00 / Mikolit 300 Blinde buis / stijgbuis

Filter

Mikolit B / Bentoniet QSE Grond (vrijgekomen / opgeboord)

Zandvang Aanvulzand

Hellingmeetbuizen Hellingmeetbuis

Klei Grout

Legenda boorprofiel met aanvullende gegevens

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B.

Bijlage – D-sheet berekening

B.1.

Kadedeel 1

Revisie 0

37/41

Report for D-Sheet Piling 18.1 Design of Diaphragm and Sheet Pile Walls Developed by Deltares

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

10/27/2020 5:36:59 PM 18.1.1.2

Date of calculation: 10/27/2020 Time of calculation: 5:31:01 PM Calculated with version: 18.1.1.2 File name:

C:\..\Alblasserdam Jan Smitskade\02 Berekening\D-sheet\Deel 1

Verification according to National Annex of Eurocode 7 in the Netherlands (NEN 9997-1:2016)

D-Sheet Piling 18.1

1 Table of Contents 1 Table of Contents 2 Summary 2.1 Overview per Stage and Test 2.2 Anchors and Struts 2.3 Overall Stability per Stage 2.4 Calculation Errors 2.5 CUR Verification Steps 3 Input Data for all Stages 3.1 General Input Data 3.2 Sheet Piling Properties 3.2.1 General properties 3.2.2 Stiffness EI (elastic behaviour) 3.2.3 Maximum allowable moments 3.3 Calculation Options 4 Outline Stage 1: Origineel 5 Overall Stability Stage 1: Origineel 5.1 Overall Stability 6 Step 6.3 Stage 1: Origineel 6.1 Input Data Left 6.1.1 Calculation Method 6.1.2 Water Level 6.1.3 Surface 6.1.4 Soil Material Properties in Profile: DKMM001 6.1.5 Modulus of Subgrade Reaction (Secant) 6.2 Calculated Earth Pressure Coefficients Left 6.3 Calculated force from a layer Left 6.4 Input Data Right 6.4.1 Calculation Method 6.4.2 Water Level 6.4.3 Surface 6.4.4 Soil Material Properties in Profile: DKMM001 6.4.5 Modulus of Subgrade Reaction (Secant) 6.4.6 Anchors 6.5 Calculated Earth Pressure Coefficients Right 6.6 Calculated force from a layer Right 6.7 Calculation Results 6.7.1 Charts of Moments, Forces and Displacements 6.7.2 Moments, Forces and Displacements 6.7.3 Charts of Stresses 6.7.4 Stresses 6.7.5 Percentage mobilized resistance 6.7.6 Anchors/Struts 7 Step 6.4 Stage 1: Origineel 7.1 Input Data Left 7.1.1 Calculation Method 7.1.2 Water Level 7.1.3 Surface 7.1.4 Soil Material Properties in

Profile: DKMM001 7.1.5 Modulus of Subgrade Reaction (Secant) 7.2 Calculated Earth Pressure Coefficients Left 7.3 Calculated force from a layer Left 7.4 Input Data Right 7.4.1 Calculation Method 7.4.2 Water Level 7.4.3 Surface 7.4.4 Soil Material Properties in Profile: DKMM001 7.4.5 Modulus of Subgrade Reaction (Secant) 7.4.6 Anchors 7.5 Calculated Earth Pressure Coefficients Right 10/27/2020

C:\..\02 Berekening\D-sheet\Deel 1

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D-Sheet Piling 18.1 7.6 Calculated force from a layer Right 7.7 Calculation Results 7.7.1 Charts of Moments, Forces and Displacements 7.7.2 Moments, Forces and Displacements 7.7.3 Charts of Stresses 7.7.4 Stresses 7.7.5 Percentage mobilized resistance 7.7.6 Anchors/Struts 8 Step 6.5 Stage 1: Origineel 8.1 Input Data Left 8.1.1 Calculation Method 8.1.2 Water Level 8.1.3 Surface 8.1.4 Soil Material Properties in Profile: DKMM001 8.1.5 Modulus of Subgrade Reaction (Secant) 8.2 Calculated Earth Pressure Coefficients Left 8.3 Calculated force from a layer Left 8.4 Input Data Right 8.4.1 Calculation Method 8.4.2 Water Level 8.4.3 Surface 8.4.4 Soil Material Properties in Profile: DKMM001 8.4.5 Modulus of Subgrade Reaction (Secant) 8.4.6 Anchors 8.5 Calculated Earth Pressure Coefficients Right 8.6 Calculated force from a layer Right 8.7 Calculation Results 8.7.1 Charts of Moments, Forces and Displacements 8.7.2 Moments, Forces and Displacements 8.7.3 Charts of Stresses 8.7.4 Stresses 8.7.5 Percentage mobilized resistance 8.7.6 Anchors/Struts 9 Outline Stage 2: Voetgangersbelasting 10 Overall Stability Stage 2: Voetgangersbelasting 10.1 Overall Stability 11 Step 6.3 Stage 2: Voetgangersbelasting 11.1 Input Data Left 11.1.1 Calculation Method 11.1.2 Water Level 11.1.3 Surface 11.1.4 Soil Material Properties in Profile: DKMM001 11.1.5 Modulus of Subgrade Reaction (Secant) 11.2

Calculated Earth Pressure Coefficients Left 11.3 Calculated force from a layer Left 11.4 Input Data Right 11.4.1 Calculation Method 11.4.2 Water Level 11.4.3 Surface 11.4.4 Soil Material Properties in Profile: DKMM001 11.4.5 Modulus of Subgrade Reaction (Secant) 11.4.6 Anchors 11.4.7 Uniform Loads 11.5 Calculated Earth Pressure Coefficients Right 11.6 Calculated force from a layer Right 11.7 Calculation Results 11.7.1 Charts of Moments, Forces and Displacements 11.7.2 Moments, Forces and Displacements 11.7.3 Charts of Stresses 11.7.4 Stresses 11.7.5 Percentage mobilized resistance 11.7.6 Anchors/Struts 10/27/2020

C:\..\02 Berekening\D-sheet\Deel 1

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D-Sheet Piling 18.1 12 Step 6.4 Stage 2: Voetgangersbelasting 12.1 Input Data Left 12.1.1 Calculation Method 12.1.2 Water Level 12.1.3 Surface 12.1.4 Soil Material Properties in Profile: DKMM001 12.1.5 Modulus of Subgrade Reaction (Secant) 12.2 Calculated Earth Pressure Coefficients Left 12.3 Calculated force from a layer Left 12.4 Input Data Right 12.4.1 Calculation Method 12.4.2 Water Level 12.4.3 Surface 12.4.4 Soil Material Properties in Profile: DKMM001 12.4.5 Modulus of Subgrade Reaction (Secant) 12.4.6 Anchors 12.4.7 Uniform Loads 12.5 Calculated Earth Pressure Coefficients Right 12.6 Calculated force from a layer Right 12.7 Calculation Results 12.7.1 Charts of Moments, Forces and Displacements 12.7.2 Moments, Forces and Displacements 12.7.3 Charts of Stresses 12.7.4 Stresses 12.7.5 Percentage mobilized resistance 12.7.6 Anchors/Struts 13 Step 6.5 Stage 2: Voetgangersbelasting 13.1 Input Data Left 13.1.1 Calculation Method 13.1.2 Water Level 13.1.3 Surface 13.1.4 Soil Material Properties in Profile: DKMM001 13.1.5 Modulus of Subgrade Reaction (Secant) 13.2 Calculated Earth Pressure Coefficients Left 13.3 Calculated force from a layer Left 13.4 Input Data Right 13.4.1 Calculation Method 13.4.2 Water Level 13.4.3 Surface 13.4.4 Soil Material Properties in Profile: DKMM001 13.4.5 Modulus of Subgrade Reaction (Secant) 13.4.6 Anchors 13.4.7 Uniform Loads 13.5 Calculated

Earth Pressure Coefficients Right 13.6 Calculated force from a layer Right 13.7 Calculation Results 13.7.1 Charts of Moments, Forces and Displacements 13.7.2 Moments, Forces and Displacements 13.7.3 Charts of Stresses 13.7.4 Stresses 13.7.5 Percentage mobilized resistance 13.7.6 Anchors/Struts 14 Outline Stage 3: Verkeersbelasting 15 Overall Stability Stage 3: Verkeersbelasting 15.1 Overall Stability 16 Step 6.3 Stage 3: Verkeersbelasting 16.1 Input Data Left 16.1.1 Calculation Method 16.1.2 Water Level 16.1.3 Surface 16.1.4 Soil Material Properties in Profile: DKMM001 16.1.5 Modulus of Subgrade Reaction (Secant) 10/27/2020

C:\..\02 Berekening\D-sheet\Deel 1

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D-Sheet Piling 18.1 16.2 Calculated Earth Pressure Coefficients Left 16.3 Calculated force from a layer Left 16.4 Input Data Right 16.4.1 Calculation Method 16.4.2 Water Level 16.4.3 Surface 16.4.4 Soil Material Properties in Profile: DKMM001 16.4.5 Modulus of Subgrade Reaction (Secant) 16.4.6 Anchors 16.4.7 Surcharge Loads 16.5 Calculated Earth Pressure Coefficients Right 16.6 Calculated force from a layer Right 16.7 Calculation Results 16.7.1 Charts of Moments, Forces and Displacements 16.7.2 Moments, Forces and Displacements 16.7.3 Charts of Stresses 16.7.4 Stresses 16.7.5 Percentage mobilized resistance 16.7.6 Anchors/Struts 17 Step 6.4 Stage 3: Verkeersbelasting 17.1 Input Data Left 17.1.1 Calculation Method 17.1.2 Water Level 17.1.3 Surface 17.1.4 Soil Material Properties in Profile: DKMM001 17.1.5 Modulus of Subgrade Reaction (Secant) 17.2 Calculated Earth Pressure Coefficients Left 17.3 Calculated force from a layer Left 17.4 Input Data Right 17.4.1 Calculation Method 17.4.2 Water Level 17.4.3 Surface 17.4.4 Soil Material Properties in Profile: DKMM001 17.4.5 Modulus of Subgrade Reaction (Secant) 17.4.6 Anchors 17.4.7 Surcharge Loads 17.5 Calculated Earth Pressure Coefficients Right 17.6 Calculated force from a layer Right 17.7 Calculation Results 17.7.1 Charts of Moments, Forces and Displacements 17.7.2 Moments, Forces and Displacements 17.7.3 Charts of Stresses

17.7.4 Stresses 17.7.5 Percentage mobilized resistance 17.7.6 Anchors/Struts 18 Step 6.5 Stage 3: Verkeersbelasting 18.1 Input Data Left 18.1.1 Calculation Method 18.1.2 Water Level 18.1.3 Surface 18.1.4 Soil Material Properties in Profile: DKMM001 18.1.5 Modulus of Subgrade Reaction (Secant) 18.2 Calculated Earth Pressure Coefficients Left 18.3 Calculated force from a layer Left 18.4 Input Data Right 18.4.1 Calculation Method 18.4.2 Water Level 18.4.3 Surface 18.4.4 Soil Material Properties in Profile: DKMM001 18.4.5 Modulus of Subgrade Reaction (Secant) 18.4.6 Anchors 18.4.7 Surcharge Loads 10/27/2020

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66 66 66 66 66 66 66 67 67 67 68 68 68 69 69 71 71 72 72 73 73 73 73 73 73 73 74 74 74 74 74 74 74 75 75 75 76 76 76 77 77 79 79 80 80 81 81 81 81 81 81 81 82 82 82 82 82 82 82 83 83 83 Page 5

D-Sheet Piling 18.1 18.5 Calculated Earth Pressure Coefficients Right 18.6 Calculated force from a layer Right 18.7 Calculation Results 18.7.1 Charts of Moments, Forces and Displacements 18.7.2 Moments, Forces and Displacements 18.7.3 Charts of Stresses 18.7.4 Stresses 18.7.5 Percentage mobilized resistance 18.7.6 Anchors/Struts

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84 84 84 85 85 86 87 88 88

Page 6

D-Sheet Piling 18.1

2 Summary 2.1 Overview per Stage and Test

Stage nr. 1 1 1 1 2 2 2 2 3 3 3 3

Verification

Displacement [mm]

EC7(NL)-Step 6.3 EC7(NL)-Step 6.4 EC7(NL)-Step 6.5 EC7(NL)-Step 6.5 * 1,20 EC7(NL)-Step 6.3 EC7(NL)-Step 6.4 EC7(NL)-Step 6.5 EC7(NL)-Step 6.5 * 1,20 EC7(NL)-Step 6.3 EC7(NL)-Step 6.4 EC7(NL)-Step 6.5 EC7(NL)-Step 6.5 * 1,20

-45,6

-51,6

-63,6

Max

Moment

Shear force

[kNm] -404,06 -400,36 -251,05 -301,26 -436,50 -441,10 -279,76 -335,72 -515,74 -519,32 -347,12 -416,54

[kN] -153,69 -151,81 -106,99 -128,38 -170,89 -169,42 -119,60 -143,52 -192,75 -192,04 -138,54 -166,25

-519,32

-192,75

Mob. perc. moment [%] 88,2 88,3 56,2

Mob. perc. resistance [%] 89,3 89,8 59,6

Vertical balance -------

93,4 93,7 59,1

94,1 94,5 62,4

-------

97,6 97,7 62,7

97,9 98,1 66,1

-------

97,7

98,1

---

2.2 Anchors and Struts

Stage nr.

Verification type

1 1 1 2 2 2 3 3 3

EC7(NL)-Step 6.3 EC7(NL)-Step 6.4 EC7(NL)-Step 6.5 * 1,20 EC7(NL)-Step 6.3 EC7(NL)-Step 6.4 EC7(NL)-Step 6.5 * 1,20 EC7(NL)-Step 6.3 EC7(NL)-Step 6.4 EC7(NL)-Step 6.5 * 1,20

Max

Anchor/strut Anker Force State [kN] 183,47 Elastic 177,15 Elastic 147,80 Elastic 213,36 Elastic 202,96 Elastic 167,50 Elastic 241,51 Elastic 232,50 Elastic 194,50 Elastic 241,51

Due to multiplication of the representative value a force bigger than yield or buckling force may be present.

2.3 Overall Stability per Stage Stage name Origineel Voetgangersbel... Verkeersbelasting

Stability factor [-] 1,34 1,29 1,29

2.4 Calculation Errors Error The maximum calculated moment exceeds the maximum allowable elastic moment in one or more stages.

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D-Sheet Piling 18.1

2.5 CUR Verification Steps

step 6.1

step 6.2

u

u

step 6.3

step 6.4

u

u

step 6.5

step 9.1

u u

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D-Sheet Piling 18.1

3 Input Data for all Stages 3.1 General Input Data Verification according to National Annex of Eurocode 7 in the Netherlands (NEN 9997-1:2016) Model Check vertical balance Number of construction stages Unit weight of water Number of curves for spring characteristics Unloading curve on spring characteristic Elastic calculation

Sheet piling No 3 9,81 kN/m³ 3 No Yes

3.2 Sheet Piling Properties Length 14,20 m Level top side 2,70 m Number of sections 1 3.2.1 General properties Section name PZ 40

From

To

[m] -11,50

[m]

Material type 2,70

Acting width [m] 1,00

Steel

3.2.2 Stiffness EI (elastic behaviour) Section name PZ 40

Elastic stiffness EI [kNm²/m'] 1,4070E+05

Red. factor Corrected elas. on EI stiffness EI [-] [kNm²] 0,63 8,8641E+04

Note to reduction factor

3.2.3 Maximum allowable moments Section name PZ 40

Mr;char;el [kNm/m'] 767,00

Modification factor [-] 1,00

Material factor [-] 1,00

Red. factor allow. moment [-] 0,63

Mr;d;el [kNm] 483,21

3.3 Calculation Options First stage represents initial situation Calculation refinement Reduce delta(s) according to CUR Verification

No Coarse Yes EC7 NA NL - method A: Partial factors (design values) in all stages Eurocode 7 using the factors as described in the National Annex of the Netherlands. It is basically design approach III.

Multiplication factor for anchor stiffness

1,000

Used partial factor set

RC 2

Factors on loads - Permanent load, unfavourable - Permanent load, favourable - Variable load, unfavourable - Variable load, favourable

1,00 1,00 1,10 0,00

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D-Sheet Piling 18.1 Material factors - Cohesion - Tangent phi - Delta (wall friction angle) - Modulus of low representative subgrade reaction

1,25 1,18 1,18 1,30

Geometry modification - Increase retaining height - Maximum increase retaining height - Reduction in phreatic line on passive side - Raise in phreatic line on passive side - Raise in phreatic line on active side

10,00 % 0,50 m 0,25 m 0,25 m 0,05 m

Overall stability factors - Cohesion - Tangent phi - Factor on unit weight soil

1,45 1,25 1,00

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D-Sheet Piling 18.1

4 Outline Stage 1: Origineel

Outline - Stage 1: Origineel

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

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Anker

-8,00

-14,00

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D-Sheet Piling 18.1

5 Overall Stability Stage 1: Origineel Stability factor :

1,34

5.1 Overall Stability

Overall Stability - Stage 1: Origineel

Partial factor set: RC 2 Stability factor: 1,34

2,70 Sand, sl sil, moderate

-0,40

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

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-8,00

Loam, ve san, stiff

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D-Sheet Piling 18.1

6 Step 6.3 Stage 1: Origineel 6.1 Input Data Left

6.1.1 Calculation Method Calculation method: C, phi, delta 6.1.2 Water Level Water level: -0,65 [m] 6.1.3 Surface X [m] 0,00 2,00 12,00

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

6.1.4 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

6.1.5 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

Page 13

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

6.2 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

6.3 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 52,81 255,74 0,00

6.4 Input Data Right

6.4.1 Calculation Method Calculation method: C, phi, delta 6.4.2 Water Level Water level: -0,35 [m] 6.4.3 Surface X [m] 0,00

Y [m] 2,70

6.4.4 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 14

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

6.4.5 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

6.4.6 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.

6.5 Calculated Earth Pressure Coefficients Right Segment number 1 2 3 4 5 6 7 8 10/27/2020

Level [m] 2,42 1,85 1,28 0,85 0,44 -0,09 -0,38 -0,53

Horizontal pressure Active Passive [kN/m²] [kN/m²] 1,9 17,9 5,6 53,7 9,4 89,5 14,8 74,4 18,1 86,3 22,4 101,6 24,6 109,5 25,0 110,9

Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0,37 0,60 3,51 0,37 0,60 3,51 0,37 0,60 3,51 0,45 0,74 2,27 0,46 0,74 2,21 0,48 0,74 2,16 0,48 0,74 2,15 0,48 0,74 2,14

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

Level [m] -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] 26,2 115,0 27,8 120,9 29,5 126,8 31,1 132,8 32,8 138,8 34,3 144,4 35,7 149,5 37,0 154,4 38,4 159,4 39,9 165,1 41,6 171,4 43,3 177,7 45,0 184,0 36,8 249,9 39,4 264,3 42,0 278,6 44,6 293,0 47,2 307,4

Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0,49 0,74 2,13 0,49 0,74 2,12 0,49 0,74 2,11 0,49 0,74 2,10 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 0,39 0,67 2,68 0,40 0,67 2,67 0,40 0,67 2,66 0,40 0,67 2,65 0,41 0,67 2,64

6.6 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 0,00 190,99 104,05 146,99 0,00

6.7 Calculation Results Number of iterations: 6

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D-Sheet Piling 18.1 6.7.1 Charts of Moments, Forces and Displacements

Moments/Forces/Displacements - Stage 1: Origineel Step 6.3 - Partial factor set: RC 2 Bending Moments [kNm]

Shear Forces [kN]

Displacements [mm]

2

Sand, sl sil, moderate

2

1

1

0

0

0

-1

-1

-1

-2

-2

-2

-3

-3

-3

-4

-4

-4

PZ 40 Clay, sl san, weak

-5 -6

Clay, sl san, weak

-7

Clay, sl san, weak

1

Panchor = 183,5

Depth [m]

Clay, sl san, weak

Depth [m]

Depth [m]

2

-5

-5

-6

-6

-7

-7

-8

-8

-8

-9

-9

-9

-10

-10

-10

-11

-11

-11

Clay, sl san, moderateClay, sl san, moderate

-600

-400

-200

0

200

400

600

Max: 28,8 - Min: -404,1

-200

-100

0

100

200

-200

Max: 98,5 - Min: -153,7

-150

-100

-50

0

50

100

150

Max: -100,1

6.7.2 Moments, Forces and Displacements Segment number 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 10/27/2020

Level [m] 2,70 2,13 2,13 1,57 1,57 1,00 1,00 0,70 0,70 0,17 0,17 -0,35 -0,35 -0,40 -0,40 -0,65 -0,65 -1,24 -1,24 -1,83 -1,83 -2,42 -2,42 -3,01

Moment [kNm] 0,00 1,88 1,88 10,25 10,23 21,40 21,40 28,81 28,81 -49,46 -49,46 -122,15 -122,15 -128,74 -128,74 -160,71 -160,71 -229,13 -229,13 -287,13 -287,13 -334,14 -334,14 -369,56

Shear force [kN] 0,01 9,53 9,69 17,39 17,21 22,55 22,55 26,99 -153,69 -144,17 -144,17 -132,41 -132,41 -131,17 -131,17 -124,49 -124,49 -107,31 -107,31 -89,15 -89,15 -70,02 -70,02 -49,92

Displacement [mm] 15,6 4,6 4,6 -6,4 -6,4 -17,5 -17,5 -23,4 -23,4 -33,8 -33,8 -43,9 -43,9 -44,9 -44,9 -49,6 -49,6 -60,2 -60,2 -70,0 -70,0 -78,6 -78,6 -85,9

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D-Sheet Piling 18.1 Segment number 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 Max Max, minor nodes incl.

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Level [m] -3,01 -3,60 -3,60 -4,10 -4,10 -4,58 -4,58 -5,07 -5,07 -5,55 -5,55 -6,16 -6,16 -6,78 -6,78 -7,39 -7,39 -8,00 -8,00 -8,70 -8,70 -9,40 -9,40 -10,10 -10,10 -10,80 -10,80 -11,50

Moment [kNm] -369,56 -392,85 -392,85 -402,64 -402,64 -403,38 -403,38 -396,09 -396,09 -380,74 -380,74 -350,43 -350,43 -309,60 -309,60 -259,84 -259,84 -202,69 -202,69 -137,41 -137,41 -81,73 -81,73 -38,31 -38,31 -10,08 -10,08 0,00 -403,38 -404,06

Shear force [kN] -49,92 -28,85 -28,85 -10,23 -10,23 6,62 6,62 23,35 23,35 40,03 40,03 58,59 58,59 74,34 74,34 87,68 87,68 98,48 98,48 86,80 86,80 71,38 71,38 51,79 51,79 27,99 27,99 0,02 -153,69 -153,69

Displacement [mm] -85,9 -91,8 -91,8 -95,5 -95,5 -98,1 -98,1 -99,6 -99,6 -100,1 -100,1 -99,2 -99,2 -96,9 -96,9 -93,2 -93,2 -88,5 -88,5 -82,1 -82,1 -74,8 -74,8 -67,2 -67,2 -59,3 -59,3 -51,3 -100,1 -100,1

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D-Sheet Piling 18.1 6.7.3 Charts of Stresses

Stress States - Stage 1: Origineel Water Pressure

2

[kN/m²]

Resulting Stress [kN/m²]

Effective Stress

2

2

1

1

1

0

0

0

-1

-1

-1

Sand, sl sil, moderate

-2

-2

-2

-3

-3

-3

-4

-4

-4

[kN/m²]

PZ 40 -5

Clay, sl san, weak

-6

Depth [m]

Depth [m]

Depth [m]

Clay, sl san, weak

-5

-5

-6

-6

-7

-7

-8

-8

-8

-9

-9

-9

-10

-10

-10

-11

-11

-7

-11

Clay, sl san, weak

Clay, sl san, weak

Clay, sl san, moderateClay, sl san, moderate

150

100

50

Maximum left: Maximum right:

00

50

100

106,4 109,4

150

-80

-60

-40

-20

0

20

40

Max. eff. stress: 45,8 Max. tot. stress: 42,9

60

80

150

100

50

Maximum left: Maximum right:

00

50

100

150

94,2 48,4

6.7.4 Stresses Node number 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 10/27/2020

Level [m] 2,70 2,13 2,13 1,57 1,57 1,00 1,00 0,70 0,70 0,17 0,17 -0,35 -0,35 -0,40 -0,40 -0,65 -0,65 -1,24 -1,24 -1,83 -1,83 -2,42 -2,42

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 29,11 0,00 3 81 0,00 0,00 29,11 0,00 3 81 0,00 0,00 7,53 0,00 A 0,00 0,00 7,53 0,00 A 0,00 0,00 11,29 0,00 A 0,00 0,00 13,79 0,00 A 0,00 0,00 15,81 0,00 A 0,00 0,00 16,31 0,00 A 0,00 0,00 19,97 0,00 A 0,00 0,00 20,51 0,00 A 0,00 0,00 24,27 0,00 A 0,00 0,00 24,52 0,00 A 0,00 0,00 24,64 0,49 A 0,00 0,00 24,69 0,49 A 0,00 0,00 25,31 2,94 A 0,00 0,00 25,43 2,94 A 0,00 5,79 26,92 8,73 A 0,00 5,79 27,08 8,73 A 0,00 11,58 28,58 14,52 A 0,00 11,58 28,73 14,52 A 0,00 17,36 30,23 20,31 A 0,00 17,36 30,37 20,31 A C:\..\02 Berekening\D-sheet\Deel 1

Page 19

D-Sheet Piling 18.1 Node number 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26

Level [m] -3,01 -3,01 -3,60 -3,60 -4,10 -4,10 -4,58 -4,58 -5,07 -5,07 -5,55 -5,55 -6,16 -6,16 -6,78 -6,78 -7,39 -7,39 -8,00 -8,00 -8,70 -8,70 -9,40 -9,40 -10,10 -10,10 -10,80 -10,80 -11,50

* Stat Mob

Left Right Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob* [kN/m²] [kN/m²] [%] [kN/m²] [kN/m²] [%] 0,00 23,15 31,88 26,09 A 0,00 23,15 32,02 26,09 A 0,00 28,94 33,53 31,88 A 0,00 28,94 33,65 31,88 A 0,00 33,84 34,94 36,79 A 0,00 33,84 P 35,05 36,79 A 7,82 38,59 P 36,30 41,53 A 3,49 38,59 P 36,39 41,53 A 7,23 43,33 P 37,65 46,27 A 5,33 43,33 P 37,74 46,27 A 8,31 48,07 P 39,00 51,01 A 10,10 48,07 P 39,10 51,01 A 15,07 54,08 P 40,70 57,02 A 16,03 54,08 P 40,81 57,02 A 21,69 60,09 P 42,41 63,03 A 21,56 60,09 P 42,52 63,03 A 27,44 66,09 P 44,13 69,04 A 27,33 66,09 P 44,23 69,04 A 33,38 72,10 P 45,84 75,05 A 49,21 72,10 P 35,66 75,05 A 62,32 78,97 3 94 37,92 81,91 A 59,27 78,97 3 96 38,26 81,91 A 69,48 85,84 3 89 40,54 88,78 A 67,97 85,84 3 90 40,85 88,78 A 77,87 92,70 3 85 43,15 95,65 A 76,69 92,70 3 86 43,44 95,65 A 86,41 99,57 3 82 45,75 102,51 A 85,37 99,57 3 82 46,03 102,51 A 94,17 106,44 2 79 48,36 109,38 A

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

6.7.5 Percentage mobilized resistance Horizontal soil pressure

Left [kN]

Effective Water Total

Right [kN] 316,2 577,4 893,7

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

464,6 609,8 1074,4 Left 354,30 kN 316,23 kN 89,3 % 0,70 m 3589,46 kNm 3165,88 kNm 88,2 %

6.7.6 Anchors/Struts Anchor/strut Anker

10/27/2020

Level [m] 0,70

E-Modulus [kN/m²] 2,100E+08

Force [kN] 183,47

State

Side

Type

Elastic

Right

Anchor

C:\..\02 Berekening\D-sheet\Deel 1

Page 20

D-Sheet Piling 18.1

7 Step 6.4 Stage 1: Origineel 7.1 Input Data Left

7.1.1 Calculation Method Calculation method: C, phi, delta 7.1.2 Water Level Water level: -0,65 [m] 7.1.3 Surface X [m] 0,00 2,00 12,00

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

7.1.4 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

7.1.5 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] 36000,00 36000,00 4500,00 4500,00 4500,00 4500,00 9000,00 9000,00 27000,00 27000,00

C:\..\02 Berekening\D-sheet\Deel 1

Branch 2 Top Bottom [kN/m³] [kN/m³] 18000,00 18000,00 2250,00 2250,00 2250,00 2250,00 4500,00 4500,00 13500,00 13500,00

Page 21

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] 9000,00 9000,00 1125,00 1125,00 1125,00 1125,00 1800,00 1800,00 6750,00 6750,00

7.2 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

7.3 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 52,81 257,54 0,00

7.4 Input Data Right

7.4.1 Calculation Method Calculation method: C, phi, delta 7.4.2 Water Level Water level: -0,35 [m] 7.4.3 Surface X [m] 0,00

Y [m] 2,70

7.4.4 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

C:\..\02 Berekening\D-sheet\Deel 1

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

Delta friction angle [°] 15,63 7,51 7,51 9,71 Page 22

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

7.4.5 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] 36000,00 36000,00 4500,00 4500,00 4500,00 4500,00 9000,00 9000,00 27000,00 27000,00

Branch 2 Top Bottom [kN/m³] [kN/m³] 18000,00 18000,00 2250,00 2250,00 2250,00 2250,00 4500,00 4500,00 13500,00 13500,00

Branch 3 Top Bottom [kN/m³] [kN/m³] 9000,00 9000,00 1125,00 1125,00 1125,00 1125,00 1800,00 1800,00 6750,00 6750,00

7.4.6 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.

7.5 Calculated Earth Pressure Coefficients Right Segment number 1 2 3 4 5 6 7 8 10/27/2020

Level [m] 2,42 1,85 1,28 0,85 0,44 -0,09 -0,38 -0,53

Horizontal pressure Active Passive [kN/m²] [kN/m²] 1,9 17,9 5,6 53,7 9,4 89,5 14,8 74,4 18,1 86,3 22,4 101,6 24,6 109,5 25,0 110,9

Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0,37 0,60 3,51 0,37 0,60 3,51 0,37 0,60 3,51 0,45 0,74 2,27 0,46 0,74 2,21 0,48 0,74 2,16 0,48 0,74 2,15 0,48 0,74 2,14

C:\..\02 Berekening\D-sheet\Deel 1

Page 23

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

Level [m] -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] 26,2 115,0 27,8 120,9 29,5 126,8 31,1 132,8 32,8 138,8 34,3 144,4 35,7 149,5 37,0 154,4 38,4 159,4 39,9 165,1 41,6 171,4 43,3 177,7 45,0 184,0 36,8 249,9 39,4 264,3 42,0 278,6 44,6 293,0 47,2 307,4

Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0,49 0,74 2,13 0,49 0,74 2,12 0,49 0,74 2,11 0,49 0,74 2,10 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 0,39 0,67 2,68 0,40 0,67 2,67 0,40 0,67 2,66 0,40 0,67 2,65 0,41 0,67 2,64

7.6 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 0,00 190,99 104,05 146,99 0,00

7.7 Calculation Results Number of iterations: 6

10/27/2020

C:\..\02 Berekening\D-sheet\Deel 1

Page 24

D-Sheet Piling 18.1 7.7.1 Charts of Moments, Forces and Displacements

Moments/Forces/Displacements - Stage 1: Origineel Step 6.4 - Partial factor set: RC 2 Bending Moments [kNm]

Shear Forces [kN]

Displacements [mm]

2

Sand, sl sil, moderate

2

1

1

0

0

0

-1

-1

-1

-2

-2

-2

-3

-3

-3

-4

-4

-4

PZ 40 Clay, sl san, weak

-5 -6

Clay, sl san, weak

-7

Clay, sl san, weak

1

Panchor = 177,1

Depth [m]

Clay, sl san, weak

Depth [m]

Depth [m]

2

-5

-5

-6

-6

-7

-7

-8

-8

-8

-9

-9

-9

-10

-10

-10

-11

-11

-11

Clay, sl san, moderateClay, sl san, moderate

-600

-400

-200

0

200

400

600

Max: 23,0 - Min: -400,4

-200

-100

0

100

200

-200

Max: 100,4 - Min: -151,8

-150

-100

-50

0

50

100

150

Max: -78,1

7.7.2 Moments, Forces and Displacements Segment number 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 10/27/2020

Level [m] 2,70 2,13 2,13 1,57 1,57 1,00 1,00 0,70 0,70 0,17 0,17 -0,35 -0,35 -0,40 -0,40 -0,65 -0,65 -1,24 -1,24 -1,83 -1,83 -2,42 -2,42 -3,01

Moment [kNm] 0,00 1,86 1,89 8,15 8,15 16,86 16,86 22,97 22,97 -54,31 -54,31 -126,01 -126,01 -132,51 -132,51 -164,01 -164,01 -231,32 -231,32 -288,21 -288,21 -334,10 -334,10 -368,42

Shear force [kN] 0,03 8,88 8,86 12,88 12,87 18,21 18,21 22,65 -151,81 -142,28 -142,28 -130,53 -130,53 -129,29 -129,29 -122,61 -122,61 -105,42 -105,42 -87,27 -87,27 -68,14 -68,14 -48,04

Displacement [mm] 9,4 0,4 0,4 -8,7 -8,7 -17,8 -17,8 -22,6 -22,6 -31,1 -31,1 -39,4 -39,4 -40,1 -40,1 -43,9 -43,9 -52,4 -52,4 -60,0 -60,0 -66,5 -66,5 -71,6

C:\..\02 Berekening\D-sheet\Deel 1

Page 25

D-Sheet Piling 18.1 Segment number 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 Max Max, minor nodes incl.

10/27/2020

Level [m] -3,01 -3,60 -3,60 -4,10 -4,10 -4,58 -4,58 -5,07 -5,07 -5,55 -5,55 -6,16 -6,16 -6,78 -6,78 -7,39 -7,39 -8,00 -8,00 -8,70 -8,70 -9,40 -9,40 -10,10 -10,10 -10,80 -10,80 -11,50

Moment [kNm] -368,42 -390,59 -390,59 -399,44 -399,44 -399,27 -399,27 -391,07 -391,07 -374,81 -374,81 -343,35 -343,35 -301,36 -301,36 -250,45 -250,45 -192,15 -192,15 -125,68 -125,68 -70,39 -70,39 -30,22 -30,22 -6,69 -6,68 0,00 -399,44 -400,36

Shear force [kN] -48,04 -26,97 -26,97 -8,35 -8,35 8,50 8,50 25,23 25,23 41,92 41,92 60,47 60,47 76,22 76,22 89,57 89,57 100,37 100,37 87,81 87,80 68,68 68,66 45,66 45,66 21,15 21,07 0,02 -151,81 -151,81

Displacement [mm] -71,6 -75,3 -75,3 -77,3 -77,3 -78,1 -78,1 -77,9 -77,9 -76,6 -76,6 -73,6 -73,6 -69,1 -69,1 -63,4 -63,4 -56,6 -56,6 -47,8 -47,8 -38,4 -38,4 -28,5 -28,5 -18,5 -18,5 -8,5 -78,1 -78,1

C:\..\02 Berekening\D-sheet\Deel 1

Page 26

D-Sheet Piling 18.1 7.7.3 Charts of Stresses

Stress States - Stage 1: Origineel Water Pressure

2

[kN/m²]

Resulting Stress [kN/m²]

Effective Stress

2

2

1

1

1

0

0

0

-1

-1

-1

Sand, sl sil, moderate

-2

-2

-2

-3

-3

-3

-4

-4

-4

[kN/m²]

PZ 40 -5

Clay, sl san, weak

-6

Depth [m]

Depth [m]

Depth [m]

Clay, sl san, weak

-5

-5

-6

-6

-7

-7

-8

-8

-8

-9

-9

-9

-10

-10

-10

-11

-11

-7

-11

Clay, sl san, weak

Clay, sl san, weak

Clay, sl san, moderateClay, sl san, moderate

150

100

50

Maximum left: Maximum right:

00

50

100

106,4 109,4

150

-80

-60

-40

-20

0

20

40

Max. eff. stress: 39,7 Max. tot. stress: 38,0

60

80

150

100

50

Maximum left: Maximum right:

00

50

100

150

85,6 48,4

7.7.4 Stresses Node number 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 10/27/2020

Level [m] 2,70 2,13 2,13 1,57 1,57 1,00 1,00 0,70 0,70 0,17 0,17 -0,35 -0,35 -0,40 -0,40 -0,65 -0,65 -1,24 -1,24 -1,83 -1,83 -2,42 -2,42

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 18,27 0,00 2 51 0,00 0,00 18,27 0,00 2 51 0,00 0,00 7,53 0,00 A 0,00 0,00 7,53 0,00 A 0,00 0,00 11,29 0,00 A 0,00 0,00 13,79 0,00 A 0,00 0,00 15,81 0,00 A 0,00 0,00 16,31 0,00 A 0,00 0,00 19,97 0,00 A 0,00 0,00 20,51 0,00 A 0,00 0,00 24,27 0,00 A 0,00 0,00 24,52 0,00 A 0,00 0,00 24,64 0,49 A 0,00 0,00 24,69 0,49 A 0,00 0,00 25,31 2,94 A 0,00 0,00 25,43 2,94 A 0,00 5,79 26,92 8,73 A 0,00 5,79 27,08 8,73 A 0,00 11,58 28,58 14,52 A 0,00 11,58 28,73 14,52 A 0,00 17,36 30,23 20,31 A 0,00 17,36 30,37 20,31 A C:\..\02 Berekening\D-sheet\Deel 1

Page 27

D-Sheet Piling 18.1 Node number 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26

Level [m] -3,01 -3,01 -3,60 -3,60 -4,10 -4,10 -4,58 -4,58 -5,07 -5,07 -5,55 -5,55 -6,16 -6,16 -6,78 -6,78 -7,39 -7,39 -8,00 -8,00 -8,70 -8,70 -9,40 -9,40 -10,10 -10,10 -10,80 -10,80 -11,50

* Stat Mob

Left Right Effective stress Water stress Stat* Mob* Effective stress Water stress Stat* Mob* [kN/m²] [kN/m²] [%] [kN/m²] [kN/m²] [%] 0,00 23,15 31,88 26,09 A 0,00 23,15 32,02 26,09 A 0,00 28,94 33,53 31,88 A 0,00 28,94 33,65 31,88 A 0,00 33,84 34,94 36,79 A 0,00 33,84 P 35,05 36,79 A 7,82 38,59 P 36,30 41,53 A 3,49 38,59 P 36,39 41,53 A 7,23 43,33 P 37,65 46,27 A 5,33 43,33 P 37,74 46,27 A 8,31 48,07 P 39,00 51,01 A 10,10 48,07 P 39,10 51,01 A 15,07 54,08 P 40,70 57,02 A 16,03 54,08 P 40,81 57,02 A 21,69 60,09 P 42,41 63,03 A 21,56 60,09 P 42,52 63,03 A 27,44 66,09 P 44,13 69,04 A 27,33 66,09 P 44,23 69,04 A 33,38 72,10 P 45,84 75,05 A 49,21 72,10 P 35,66 75,05 A 66,19 78,97 P 37,92 81,91 A 61,82 78,97 P 38,26 81,91 A 76,26 85,84 3 98 40,54 88,78 A 74,75 85,84 3 99 40,85 88,78 A 80,83 92,70 3 88 43,15 95,65 A 79,64 92,70 3 89 43,44 95,65 A 85,49 99,57 3 81 45,75 102,51 A 84,44 99,57 3 81 46,03 102,51 A 71,87 106,44 2 60 48,36 109,38 A

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

7.7.5 Percentage mobilized resistance Horizontal soil pressure

Left [kN]

Effective Water Total

Right [kN] 318,0 577,4 895,5

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

460,2 609,8 1070,0 Left 354,30 kN 318,03 kN 89,8 % 0,70 m 3589,46 kNm 3170,80 kNm 88,3 %

7.7.6 Anchors/Struts Anchor/strut Anker

10/27/2020

Level [m] 0,70

E-Modulus [kN/m²] 2,100E+08

Force [kN] 177,15

State

Side

Type

Elastic

Right

Anchor

C:\..\02 Berekening\D-sheet\Deel 1

Page 28

D-Sheet Piling 18.1

8 Step 6.5 Stage 1: Origineel 8.1 Input Data Left

8.1.1 Calculation Method Calculation method: C, phi, delta 8.1.2 Water Level Water level: -0,40 [m] 8.1.3 Surface X [m] 0,00 2,00 12,00

Y [m] -3,60 -4,80 -5,10

8.1.4 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 2,50 2,50 5,00 0,00

Friction angle phi [°] 27,00 17,50 17,50 22,50 27,50

Delta friction angle [°] 18,00 8,75 8,75 11,25 18,33

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

8.1.5 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] 16000,00 16000,00 2000,00 2000,00 2000,00 2000,00 4000,00 4000,00 12000,00 12000,00

C:\..\02 Berekening\D-sheet\Deel 1

Branch 2 Top Bottom [kN/m³] [kN/m³] 8000,00 8000,00 1000,00 1000,00 1000,00 1000,00 2000,00 2000,00 6000,00 6000,00

Page 29

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] 4000,00 4000,00 500,00 500,00 500,00 500,00 800,00 800,00 3000,00 3000,00

8.2 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 5,1 0,0 7,3 0,0 12,8 0,0 21,4 2,5 27,8 3,8 34,4 4,8 41,2 1,4 79,3 3,6 93,3 6,0 109,5 8,4 126,0 10,7 143,3

[m] -3,92 -4,58 -5,22 -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 4,92 0,00 0,00 2,26 0,00 0,21 2,24 0,00 0,42 2,57 0,23 0,52 2,53 0,28 0,59 2,50 0,29 0,63 2,47 0,07 0,55 3,81 0,14 0,58 3,54 0,19 0,59 3,44 0,22 0,60 3,37 0,25 0,61 3,33

8.3 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 16,40 67,27 201,81 0,00

8.4 Input Data Right

8.4.1 Calculation Method Calculation method: C, phi, delta 8.4.2 Water Level Water level: -0,40 [m] 8.4.3 Surface X [m] 0,00

Y [m] 2,70

8.4.4 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 2,50 2,50 5,00

C:\..\02 Berekening\D-sheet\Deel 1

Friction angle phi [°] 27,00 17,50 17,50 22,50

Delta friction angle [°] 18,00 8,75 8,75 11,25 Page 30

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 [°] 27,50

Delta friction angle [°] 18,33

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

8.4.5 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] 16000,00 16000,00 2000,00 2000,00 2000,00 2000,00 4000,00 4000,00 12000,00 12000,00

Branch 2 Top Bottom [kN/m³] [kN/m³] 8000,00 8000,00 1000,00 1000,00 1000,00 1000,00 2000,00 2000,00 6000,00 6000,00

Branch 3 Top Bottom [kN/m³] [kN/m³] 4000,00 4000,00 500,00 500,00 500,00 500,00 800,00 800,00 3000,00 3000,00

8.4.6 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.

8.5 Calculated Earth Pressure Coefficients Right Segment number 1 2 3 4 5 6 7 8 10/27/2020

Level [m] 2,42 1,85 1,28 0,85 0,42 -0,13 -0,72 -1,36

Horizontal pressure Active Passive [kN/m²] [kN/m²] 1,6 23,1 4,9 69,2 8,1 115,3 12,6 87,7 15,7 101,4 19,7 119,4 22,6 131,8 24,2 138,8

Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0,32 0,55 4,52 0,32 0,55 4,52 0,32 0,55 4,52 0,38 0,70 2,67 0,40 0,70 2,59 0,42 0,70 2,51 0,42 0,70 2,47 0,43 0,70 2,45

C:\..\02 Berekening\D-sheet\Deel 1

Page 31

D-Sheet Piling 18.1 Segment number 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23

Level [m] -2,00 -2,64 -3,28 -3,92 -4,58 -5,22 -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] 25,8 145,9 27,4 153,2 29,0 160,5 30,7 167,9 32,3 175,5 33,9 183,0 35,5 190,4 37,1 197,5 38,6 204,7 40,2 211,9 31,1 301,9 33,4 318,9 35,7 335,9 38,0 353,0 40,3 370,1

Fictive earth pressure coefficients Ka Ko Kp [-] [-] [-] 0,43 0,70 2,44 0,43 0,70 2,42 0,44 0,70 2,41 0,44 0,70 2,40 0,44 0,70 2,39 0,44 0,70 2,39 0,44 0,70 2,38 0,45 0,70 2,38 0,45 0,70 2,37 0,45 0,70 2,37 0,33 0,62 3,21 0,34 0,62 3,20 0,34 0,62 3,19 0,34 0,62 3,18 0,35 0,62 3,17

8.6 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 0,00 168,80 92,77 134,89 0,00

8.7 Calculation Results Number of iterations: 5

10/27/2020

C:\..\02 Berekening\D-sheet\Deel 1

Page 32

D-Sheet Piling 18.1 8.7.1 Charts of Moments, Forces and Displacements

Moments/Forces/Displacements - Stage 1: Origineel Step 6.5 - Partial factor set: RC 2 Bending Moments [kNm]

Shear Forces [kN]

Displacements [mm]

2

Sand, sl sil, moderate

2

1

1

0

0

0

-1

-1

-1

-2

-2

-2

-3

-3

-3

-4

-4

-4

PZ 40 Clay, sl san, weak -5 -6

Clay, sl san, weak

-7

Clay, sl san, weak

1

Panchor = 123,2

Depth [m]

Clay, sl san, weak

Depth [m]

Depth [m]

2

-5

-5

-6

-6

-7

-7

-8

-8

-8

-9

-9

-9

-10

-10

-10

-11

-11

-11

Clay, sl san, moderateClay, sl san, moderate

-600

-400

-200

0

200

400

600

Max: 11,9 - Min: -251,0

-200

-100

0

100

200

-200

Max: 67,1 - Min: -107,0

-150

-100

-50

0

50

100

150

Max: -45,6

8.7.2 Moments, Forces and Displacements Segment number 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 10/27/2020

Level [m] 2,70 2,13 2,13 1,57 1,57 1,00 1,00 0,70 0,70 0,15 0,15 -0,40 -0,40 -1,04 -1,04 -1,68 -1,68 -2,32 -2,32 -2,96 -2,96 -3,60 -3,60 -4,25

Moment [kNm] -0,01 1,10 1,09 3,60 3,60 8,18 8,18 11,90 11,90 -44,66 -44,66 -95,85 -95,85 -147,28 -147,28 -189,14 -189,14 -220,76 -220,76 -241,49 -241,49 -250,65 -250,65 -248,14

Shear force [kN] 0,12 3,32 3,20 5,95 5,95 10,54 10,54 14,31 -106,99 -98,35 -98,35 -87,50 -87,50 -73,06 -73,06 -57,59 -57,59 -41,08 -41,08 -23,53 -23,53 -4,95 -4,95 11,69

Displacement [mm] 3,2 -2,2 -2,2 -7,5 -7,5 -12,9 -12,9 -15,7 -15,7 -20,9 -20,9 -26,0 -26,0 -31,5 -31,5 -36,3 -36,3 -40,2 -40,2 -43,1 -43,1 -44,9 -44,9 -45,6

C:\..\02 Berekening\D-sheet\Deel 1

Page 33

D-Sheet Piling 18.1 Segment number

Level [m] -4,25 -4,90 -4,90 -5,55 -5,55 -6,16 -6,16 -6,78 -6,78 -7,39 -7,39 -8,00 -8,00 -8,70 -8,70 -9,40 -9,40 -10,10 -10,10 -10,80 -10,80 -11,50

13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 Max Max, minor nodes incl.

Moment [kNm] -248,14 -235,15 -235,15 -212,39 -212,39 -184,05 -184,05 -150,90 -150,90 -113,88 -113,88 -73,92 -73,92 -33,99 -34,00 -8,25 -8,26 4,19 4,20 4,29 4,28 0,00 -250,65 -251,05

Shear force [kN] 11,69 27,90 27,90 41,64 41,64 50,46 50,46 57,52 57,52 63,07 63,07 67,13 67,11 46,53 46,53 27,02 27,02 8,56 8,52 -6,86 -7,00 0,00 -106,99 -106,99

Displacement [mm] -45,6 -45,1 -45,1 -43,4 -43,4 -40,9 -40,9 -37,7 -37,7 -33,8 -33,8 -29,4 -29,4 -24,1 -24,1 -18,5 -18,5 -12,9 -12,9 -7,3 -7,3 -1,7 -45,6 -45,6

8.7.3 Charts of Stresses

Stress States - Stage 1: Origineel Water Pressure

2

[kN/m²]

Resulting Stress [kN/m²]

Effective Stress

2

2

1

1

1

0

0

0

-1

-1

-1

-2

-2

-2

-3

-3

-4

-4

Sand, sl sil, moderate

[kN/m²]

Clay, sl san, weak

Depth [m]

Depth [m]

-4

PZ 40

-5

-6

-7

Clay, sl san, weak

Clay, sl san, weak

-5

-5

-6

-6

-7

-7

-8

-8

-8

-9

-9

-9

-10

-10

-11

-11

-10

-11

Clay, sl san, moderateClay, sl san, moderate

150

100

50

Maximum left: Maximum right:

10/27/2020

Depth [m]

Clay, sl san, weak -3

00

50

100

108,9 108,9

150

-80

-60

-40

-20

0

20

40

Max. eff. stress: 32,4 Max. tot. stress: 32,4

60

80

150

100

50

Maximum left: Maximum right:

C:\..\02 Berekening\D-sheet\Deel 1

00

50

100

150

63,0 67,1

Page 34

D-Sheet Piling 18.1 8.7.4 Stresses Node number 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 21 21 22 22 23 23 * Stat Mob

10/27/2020

Level [m] 2,70 2,13 2,13 1,57 1,57 1,00 1,00 0,70 0,70 0,15 0,15 -0,40 -0,40 -1,04 -1,04 -1,68 -1,68 -2,32 -2,32 -2,96 -2,96 -3,60 -3,60 -4,25 -4,25 -4,90 -4,90 -5,55 -5,55 -6,16 -6,16 -6,78 -6,78 -7,39 -7,39 -8,00 -8,00 -8,70 -8,70 -9,40 -9,40 -10,10 -10,10 -10,80 -10,80 -11,50