REPORT – CASO “A”

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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Mesh data

Fig. 3 Plot of the mesh with significant nodes

Table [4] Numbers, type of elements, integrations

Type Type of element Type of integration Total

no.

Soil 15-noded 12-point Gauss 2832

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Material data

Fig. 4 Plot of geometry with material data sets

Table [5] 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

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Mohr-Coulomb

1

Argine - Sand

2

Argine - Clay

cref [kN/m²] 5,00 20,00

[°] 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

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REPORT phase 2

Results for phase 2

Table [1] Step info phase no: 2

Step no: 9

Calculation type PLASTIC

Extrapolation factor 0.294

Relative stiffness 0.930

Table [2] 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 1623 0 945 0 0 696 691

2 0.001 1566 0 35 0 0 690 12

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REPORT phase 3

Results for phase 3

Table [1] Step info phase no: 3

Step no: 13

Calculation type PLASTIC

Extrapolation factor 0.229

Relative stiffness 0.849

Table [2] Iteration info phase no: 3

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 2221 0 1374 0 0 809 800

2 0.001 2075 0 41 0 0 794 22

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REPORT phase 4

Results for phase 4

Table [1] Step info phase no: 4

Step no: 17

Calculation type PLASTIC

Extrapolation factor 0.093

Relative stiffness 0.684

Table [2] 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 0.001 3420 0 2139 0 0 884 881

2 0.001 3157 0 165 0 0 867 131

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REPORT phase 5

Results for phase 5

Table [1] Step info phase no: 5

Step no: 22

Calculation type PLASTIC

Extrapolation factor 0.286

Relative stiffness 0.371

Table [2] 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 0.002 4478 0 2230 0 0 923 857

2 0.002 4327 0 304 0 0 874 267

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REPORT phase 7

Results for phase 7

Table [1] Step info phase no: 7

Step no: 722

Calculation type PLASTIC

Extrapolation factor 0.500

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 -0.0003 1.7239

Time 0.0000 0.0000

Table [3] Iteration info phase no: 7

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 7254 0 6390 0 0 1803 1738

2 0.014 7247 0 720 0 0 1800 395

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REPORT phase 8

Results for phase 8

Table [1] Step info phase no: 8

Step no: 1072

Calculation type PLASTIC

Extrapolation factor 2.000

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 -0.0001 1.6660

Time 0.0000 0.0000

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REPORT phase 9

Results for phase 9

Table [1] Step info phase no: 9

Step no: 1522

Calculation type PLASTIC

Extrapolation factor 0.500

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 0.0001 1.6082

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 0.012 6123 0 5665 0 0 1725 1680

2 0.012 6128 0 596 0 0 1720 323

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REPORT phase 10

Results for phase 10

Table [1] Step info phase no: 10

Step no: 1624

Calculation type PLASTIC

Extrapolation factor 0.500

Relative stiffness 0.000

Table [2] Reached multipliers phase no: 10

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 1.5385

Time 0.0000 0.0000

Table [3] Iteration info phase no: 10

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 0.013 6171 0 5861 0 0 1901 1897

2 0.013 6175 0 577 0 0 1902 343

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