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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
Report – Caso “A”
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Geometry
Fig. 1 Plot of geometry model with significant nodes
Fig. 2 Plot of geometry model with cluster numbers
Report – Caso “A”
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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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