REPORT – Caso “C”

General Information

Table [1] Units

Type Unit

Length

Force

Time

m

kN

day

Table [2] Model dimensions

min. max.

X

Y

0.000

0.000

90.000

42.000

Table [3] Model

Model Plane strain

Element 15-Noded

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Geometry

Fig. 1 Plot of geometry model with significant nodes

Fig. 2 Plot of geometry model with cluster numbers

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Structures

Fig. 3 Plot of geometry model with structures

Table [4] Beams

Plate no. Data set Length

[m]

Nodes

1 Argine-Barriera 12.000 2665, 371, 357, 227, 213, 196, 213.

Table [5] Interfaces

Interface

no.

Data set Nodes

1 Argine - Sand

Argine - Clay

Argine - Sand

Argine - Clay

Argine - Clay

Argine - Clay

2665, 865.

865, 371.

865, 2665.

371, 357.

357, 227.

227, 213.

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Interface

no.

Data set Nodes

Argine - Clay

Argine - Clay

Argine - Clay

Argine - Clay

Argine - Clay

Argine - Clay

371, 865.

213, 196.

357, 371.

227, 357.

213, 227.

196, 213.

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Mesh data

Fig. 4 Plot of the mesh with significant nodes

Table [6] Numbers, type of elements, integrations

Type Type of element Type of integration Total

no.

Soil 15-noded 12-point Gauss 1184

Plate 5-node line 4-point Gauss 15

Interface 5-node line 4-point Newton-Cotes 30

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Material data

Fig. 5 Plot of geometry with material data sets

Table [7] Soil data sets parameters

Mohr-Coulomb

1

Argine - Sand

2

Argine - Clay

Type Drained Drained

unsat [kN/m³] 17.00 16.00

sat [kN/m³] 20.00 18.00

kx [m/day] 0.010 0.000

ky [m/day] 0.010 0.000

einit [-] 1.000 1.000

ck [-] 1E15 1E15

Eref [kN/m²] 13000.000 10000.000

[-] 0.300 0.350

Gref [kN/m²] 5000.000 3703.704

Eoed [kN/m²] 17500.000 16049.383

cref [kN/m²] 5.00 20.00

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Mohr-Coulomb

1

Argine - Sand

2

Argine - Clay

[°] 31.00 25.00

[°] 0.00 0.00

Einc [kN/m²/m] 0.00 0.00

yref [m] 0.000 0.000

cincrement [kN/m²/m] 0.00 0.00

Tstr. [kN/m²] 0.00 0.00

Rinter. [-] 1.00 0.50

Interface

permeability

Neutral Neutral

Table [8] Beam data sets parameters

No. Identification EA EI w Mp Np

[kN/m] [kNm²/m] [kN/m/m] [-] [kNm/m] [kN/m]

1 Argine-Barriera 2E7 1.5E5 7.50 0.15 1E15 1E15

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REPORT phase 2

Results for phase 2

Table [1] Step info phase no: 2

Step no: 26

Calculation type PLASTIC

Extrapolation factor 0.642

Relative stiffness 0.886

Table [2] Reached multipliers phase no: 2

Multipliers Incremental value Total value

Prescribed displacements 0.0000 1.0000

Load system A 0.0000 1.0000

Load system B 0.0000 1.0000

Soil weight 0.0000 1.0000

Acceleration 0.0000 0.0000

Strength reduction factor 0.0000 1.0000

Time 0.0000 0.0000

Table [3] Iteration info phase no: 2

Iter. no. Global error

Plastic points

Plastic Cap + Hard. points

Inacc. Pl. pts.

Plastic Intf. pts.

Inacc. Intf. pts.

Apex & Tension

Inacc. Apx. pts.

1 0.001 807 0 264 0 0 178 175

2 0.001 804 0 39 0 0 178 14

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REPORT phase 2

Results for phase 2

Table [1] Step info phase no: 2

Step no: 26

Calculation type PLASTIC

Extrapolation factor 0.642

Relative stiffness 0.886

Table [2] Reached multipliers phase no: 2

Multipliers Incremental value Total value

Prescribed displacements 0.0000 1.0000

Load system A 0.0000 1.0000

Load system B 0.0000 1.0000

Soil weight 0.0000 1.0000

Acceleration 0.0000 0.0000

Strength reduction factor 0.0000 1.0000

Time 0.0000 0.0000

Table [3] Iteration info phase no: 2

Iter. no. Global error

Plastic points

Plastic Cap + Hard. points

Inacc. Pl. pts.

Plastic Intf. pts.

Inacc. Intf. pts.

Apex & Tension

Inacc. Apx. pts.

1 0.001 807 0 264 0 0 178 175

2 0.001 804 0 39 0 0 178 14

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REPORT phase 4

Results for phase 4

Table [1] Step info phase no: 4

Step no: 18

Calculation type PLASTIC

Extrapolation factor 1.814

Relative stiffness 0.722

Table [2] Reached multipliers phase no: 4

Multipliers Incremental value Total value

Prescribed displacements 0.0000 1.0000

Load system A 0.0000 1.0000

Load system B 0.0000 1.0000

Soil weight 0.0000 1.0000

Acceleration 0.0000 0.0000

Strength reduction factor 0.0000 1.0000

Time 0.0000 0.0000

Table [3 Iteration info phase no: 4

Iter. no. Global error

Plastic points

Plastic Cap + Hard. points

Inacc. Pl. pts.

Plastic Intf. pts.

Inacc. Intf. pts.

Apex & Tension

Inacc. Apx. pts.

1 0.002 1165 0 3 1 0 218 2

2 0.002 1160 0 86 1 0 217 46

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REPORT for phase 5

Results for phase 5

Table [1] Step info phase no: 5

Step no: 22

Calculation type PLASTIC

Extrapolation factor 0.175

Relative stiffness 0.320

Table [2] Reached multipliers phase no: 5

Multipliers Incremental value Total value

Prescribed displacements 0.0000 1.0000

Load system A 0.0000 1.0000

Load system B 0.0000 1.0000

Soil weight 0.0000 1.0000

Acceleration 0.0000 0.0000

Strength reduction factor 0.0000 1.0000

Time 0.0000 0.0000

Table [3] Iteration info phase no: 5

Iter. no. Global error

Plastic points

Plastic Cap + Hard. points

Inacc. Pl. pts.

Plastic Intf. pts.

Inacc. Intf. pts.

Apex & Tension

Inacc. Apx. pts.

1 0.003 1421 0 1078 0 0 219 212

2 0.002 1383 0 96 0 0 214 71

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REPORT phase 6

Results for phase 6

Table [1] Step info phase no: 6

Step no: 276

Calculation type PLASTIC

Extrapolation factor 0.500

Relative stiffness 0.000

Table [2] Reached multipliers phase no: 6

Multipliers Incremental value Total value

Prescribed displacements 0.0000 1.0000

Load system A 0.0000 1.0000

Load system B 0.0000 1.0000

Soil weight 0.0000 1.0000

Acceleration 0.0000 0.0000

Strength reduction factor 0.0003 1.7145

Time 0.0000 0.0000

Table [3] Iteration info phase no: 6

Iter. no. Global error

Plastic points

Plastic Cap + Hard. points

Inacc. Pl. pts.

Plastic Intf. pts.

Inacc. Intf. pts.

Apex & Tension

Inacc. Apx. pts.

1 0.003 1434 0 1371 31 28 386 384

2 0.003 1413 0 143 28 3 386 79

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REPORT phase 7

Results for phase 7

Table [1] Step info phase no: 7

Step no: 526

Calculation type PLASTIC

Extrapolation factor 2.000

Relative stiffness 0.000

Table [2] Reached multipliers phase no: 7

Multipliers Incremental value Total value

Prescribed displacements 0.0000 1.0000

Load system A 0.0000 1.0000

Load system B 0.0000 1.0000

Soil weight 0.0000 1.0000

Acceleration 0.0000 0.0000

Strength reduction factor 0.0005 1.6886

Time 0.0000 0.0000

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REPORT for phase 8

Results for phase 8

Table [1] Step info phase no: 8

Step no: 876

Calculation type PLASTIC

Extrapolation factor 0.500

Relative stiffness 0.000

Table [2] Reached multipliers phase no: 8

Multipliers Incremental value Total value

Prescribed displacements 0.0000 1.0000

Load system A 0.0000 1.0000

Load system B 0.0000 1.0000

Soil weight 0.0000 1.0000

Acceleration 0.0000 0.0000

Strength reduction factor 0.0000 1.6636

Time 0.0000 0.0000

Table [3] Iteration info phase no: 8

Iter. no. Global error

Plastic points

Plastic Cap + Hard. points

Inacc. Pl. pts.

Plastic Intf. pts.

Inacc. Intf. pts.

Apex & Tension

Inacc. Apx. pts.

1 0.005 1775 0 1411 42 36 435 434

2 0.005 1775 0 143 46 3 435 87

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REPORT for phase 9

Results for phase 9

Table [1] Step info phase no: 9

Step no: 1226

Calculation type PLASTIC

Extrapolation factor 2.000

Relative stiffness 0.000

Table [2] Reached multipliers phase no: 9

Multipliers Incremental value Total value

Prescribed displacements 0.0000 1.0000

Load system A 0.0000 1.0000

Load system B 0.0000 1.0000

Soil weight 0.0000 1.0000

Acceleration 0.0000 0.0000

Strength reduction factor -0.0010 1.6221

Time 0.0000 0.0000

Table [3] Iteration info phase no: 9

Iter. no. Global error

Plastic points

Plastic Cap + Hard. points

Inacc. Pl. pts.

Plastic Intf. pts.

Inacc. Intf. pts.

Apex & Tension

Inacc. Apx. pts.

1 0.014 4270 0 3542 125 123 971 965

2 0.013 4183 0 398 125 1 970 229

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