ICD Dubai - Plaxis Tunnel Side

ICD Dubai

PLAXIS Report

Tunnel Sides

ICD Dubai

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ICD Dubai

1.1.1.1 Calculation results, Phase_2 [Phase_2] (2/12), Materials

plot

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1.1.2.1.1 Materials - Soil and interfaces - Mohr-Coulomb

Identification Medium Dense Sand Dense Sand Bed Rock Concrete

Identification number 1 2 3 4

Drainage type Drained Drained Drained Drained

Colour Comments

unsat kN/m 17.00 18.00 20.00 25.00

sat kN/m 18.00 19.00 21.00 25.00

Dilatancy cut-off No No No No

einit 0.5000 0.5000 0.5000 0.5000

emin 0.000 0.000 0.000 0.000

emax 999.0 999.0 999.0 999.0

Rayleigh 0.000 0.000 0.000 0.000

Rayleigh 0.000 0.000 0.000 0.000

E kN/m 25.00E3 100.0E3 200.0E3 35.00E6

(nu) 0.3000 0.3000 0.2000 0.1000

G kN/m 9615 38.46E3 83.33E3 15.91E6

Eoed kN/m 33.65E3 134.6E3 222.2E3 35.80E6

cref kN/m 5.000 10.00 40.00 5000

(phi) 34.00 38.00 40.00 40.00

(psi) 0.000 0.000 0.000 0.000

Vs m/s 74.49 144.8 202.2 2499

Vp m/s 139.4 270.9 330.2 3748

Set to default values Yes Yes No Yes

Einc kN/m/m 0.000 0.000 10.00E3 0.000

yref m 0.000 0.000 10.00 0.000

cinc kN/m/m 0.000 0.000 0.000 0.000

yref m 0.000 0.000 10.00 0.000

Tension cut-off Yes Yes Yes Yes

Tensile strength kN/m 0.000 0.000 0.000 0.000

Strength Rigid Rigid Rigid Rigid

Rinter 1.000 1.000 1.000 1.000

Consider gap closure Yes Yes Yes Yes

inter 0.000 0.000 0.000 0.000

K0 determination Automatic Automatic Automatic Automatic

K0,x 0.4408 0.3843 0.3572 0.3572

Data set Standard Standard Standard Standard

Type Coarse Coarse Coarse Coarse

< 2 m % 10.00 10.00 10.00 10.00

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Identification Medium Dense Sand Dense Sand Bed Rock Concrete

2 m - 50 m % 13.00 13.00 13.00 13.00

50 m - 2 mm % 77.00 77.00 77.00 77.00

Set to default values No No No No

kx m/day 0.000 0.000 0.000 0.000

ky m/day 0.000 0.000 0.000 0.000

-unsat m 10.00E3 10.00E3 10.00E3 10.00E3

einit 0.5000 0.5000 0.5000 0.5000

ck 1.000E15 1.000E15 1.000E15 1.000E15

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1.1.2.2 Materials - Plates -

Identification Diaphragm Wall Pile Cap 150mm Shotcrete

Identification number 1 2 3

Comments

Colour

Material type Elastic Elastic Elastic

Isotropic Yes Yes Yes

End bearing Yes Yes No

EA1 kN/m 35.00E6 70.00E6 3.150E6

EA2 kN/m 35.00E6 70.00E6 3.150E6

EI kN m/m 2.917E6 23.34E6 5906

d m 1.000 2.000 0.1500

w kN/m/m 25.00 0.000 3.600

(nu) 0.1000 0.000 0.1000

Rayleigh 0.000 0.000 0.000

Rayleigh 0.000 0.000 0.000

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1.1.2.3 Materials - Anchors -

Identification Struts

Identification number 1

Comments

Colour

Material type Elastic

EA kN 2.000E6

Lspacing m 1.000

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1.1.2.4 Materials - Embedded pile row -

Identification Bridge Pile


Comments

Colour

E kN/m 35.00E6

kN/m 25.00

Pile type Predefined

Predefined pile type Massive circular pile

Diameter m 1.000

A m 0.7854

I3 m4 0.04909

I2 m4 0.04909

Rayleigh 0.000

Rayleigh 0.000

Skin resistance Linear

Ttop, max kN/m 480.0

Tbot, max kN/m 480.0

Tmax kN/m 0.000

Fmax kN 667.0


Comments

Colour

E kN/m 35.00E6

kN/m 25.00

Pile type Predefined

Predefined pile type Massive circular pile

Diameter m 1.000

A m 0.7854

I m4 0.04909

Lspacing m 2.500

Rayleigh 0.000

Rayleigh 0.000

Ttop, max kN/m 480.0

Tbot, max kN/m 480.0

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Identification Bridge Pile

Fmax kN 667.0

Default values Yes

Axial skin stiffness factor 1.257

Lateral skin stiffness factor 1.257

Pile base stiffness factor 12.57

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2.1.1.1.1 Calculation results, Phase_2 [Phase_2] (2/12), Total

displacements |u|

2.1.1.2.1 Calculation results, Phase_2 [Phase_2] (2/12), Total displacements ux

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2.1.1.3.1 Calculation results, Phase_2 [Phase_2] (2/12), Total

displacements uy

2.1.2.1 Calculation results, Phase_2 [Phase_2] (2/12), Deformed mesh |u|

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2.2.1.1.1 Calculation results, Phase_2 [Phase_2] (2/12),

Cartesian effective stress 'xx

2.2.1.2.1 Calculation results, Phase_2 [Phase_2] (2/12), Cartesian effective stress 'yy

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3.1.1.1.1.1 Calculation results, Plate, Phase_2 [Phase_2] (2/12),

Total displacements |u|

3.1.2.1.1 Calculation results, Plate, Phase_2 [Phase_2] (2/12), Shear forces Q

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3.1.2.2.1 Calculation results, Plate, Phase_2 [Phase_2] (2/12),

Bending moments M

4.1.1 Calculation results, Plate, Phase_2 [Phase_2] (2/12),

Bending moments M

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3.2.1.1.1 Calculation results, Node-to-node anchor, Phase_2

[Phase_2] (2/12), Table of node-to-node anchors

Structural element Node [103 ] Local number X [m] Y [m] N [kN] Nmin [kN] Nmax [kN]

Node-to-node anchor 1-1 12223 1 92.000 -1.000 -18.947 -18.947 0.000

(Struts) 11851 2 108.000 -1.000 -18.947 -18.947 0.000


(Struts) 11861 2 108.000 -2.500 -42.583 -42.583 0.000


(Struts) 11723 2 108.000 -4.000 -61.022 -61.022 0.000


(Struts) 11531 2 108.000 -5.500 -72.732 -72.732 0.000


(Struts) 10931 2 108.000 -7.000 -86.035 -86.035 0.000


(Struts) 10887 2 108.000 -8.500 -98.152 -98.152 0.000

ICD Dubai - Plaxis Tunnel Side

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