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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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