model graphs combined
TRANSCRIPT
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 1/20
Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 27 10/30/15 Koxhiyoki Kabuto, Japan
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Total displacements (Utot)
Extreme Utot 876.24*10-3 m
[m]
-0.050
-0.000
0.050
0.100
0.150
0.200
0.250
0.300
0.350
0.400
0.450
0.500
0.550
0.600
0.650
0.700
0.750
0.800
0.850
0.900
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 2/20
Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 27 10/30/15 Koxhiyoki Kabuto, Japan
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Vertical displacements (Uy)
Extreme Uy -632.91*10-3 m
[m]
-0.700
-0.600
-0.500
-0.400
-0.300
-0.200
-0.100
0.000
0.100
0.200
0.300
0.400
0.500
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 3/20
Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 39 10/30/15 Koxhiyoki Kabuto, Japan
A A
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Total displacements (Utot)
Extreme Utot 1.16 m
[m]
-0.100
0.000
0.100
0.200
0.300
0.400
0.500
0.600
0.700
0.800
0.900
1.000
1.100
1.200
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 4/20Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 39 10/30/15 Koxhiyoki Kabuto, Japan
A A
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Vertical displacements (Uy)
Extreme Uy -1.03 m
[m]
-1.100
-1.000
-0.900
-0.800
-0.700
-0.600
-0.500
-0.400
-0.300
-0.200
-0.100
-0.000
0.100
0.200
0.300
0.400
0.500
0.600
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 5/20Version 8.2.4.131
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Date User name
Embankment on Soft Soil
Embankment on S... 10/30/2015 Koxhiyoki Kabuto, Japan
Curve 1
0 40 80 120 1600.999
1.002
1.005
1.008
1.011
1.014
Step
Sum-Msf
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 6/20Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment W... 15 10/30/15 Koxhiyoki Kabuto, Japan
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Total displacements (Utot)
Extreme Utot 325.11*10-3 m
[m]
-0.020
-0.000
0.020
0.040
0.060
0.080
0.100
0.120
0.140
0.160
0.180
0.200
0.220
0.240
0.260
0.280
0.300
0.320
0.340
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 7/20Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment W... 15 10/30/15 Koxhiyoki Kabuto, Japan
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Vertical displacements (Uy)
Extreme Uy -249.79*10-3 m
[m]
-0.260
-0.240
-0.220
-0.200
-0.180
-0.160
-0.140
-0.120
-0.100
-0.080
-0.060
-0.040
-0.020
-0.000
0.020
0.040
0.060
0.080
0.100
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 8/20
Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment W... 23 10/30/15 Koxhiyoki Kabuto, Japan
A A
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Total displacements (Utot)
Extreme Utot 605.33*10-3 m
[m]
-0.040
-0.000
0.040
0.080
0.120
0.160
0.200
0.240
0.280
0.320
0.360
0.400
0.440
0.480
0.520
0.560
0.600
0.640
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 9/20
Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment W... 23 10/30/15 Koxhiyoki Kabuto, Japan
A A
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Vertical displacements (Uy)
Extreme Uy -605.33*10-3 m
[m]
-0.640
-0.600
-0.560
-0.520
-0.480
-0.440
-0.400
-0.360
-0.320
-0.280
-0.240
-0.200
-0.160
-0.120
-0.080
-0.040
0.000
0.040
0.080
0.120
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 10/20
Version 8.2.4.131
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Date User name
Embankment on Soft Soil
Embankment Wit... 10/30/2015 Koxhiyoki Kabuto, Japan
Curve 1
0 30 60 90 120 1501
1.1
1.2
1.3
1.4
1.5
1.6
Step
Sum-Msf
PLAXIS V8
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 11/20
Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 15 10/30/15 Koxhiyoki Kabuto, Japan
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Total displacements (Utot)
Extreme Utot 258.01*10-3 m
[m]
-0.020
-0.000
0.020
0.040
0.060
0.080
0.100
0.120
0.140
0.160
0.180
0.200
0.220
0.240
0.260
PLAXIS V8
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 12/20
Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 15 10/30/15 Koxhiyoki Kabuto, Japan
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Vertical displacements (Uy)
Extreme Uy -150.78*10-3 m
[*10-3m]
-160.000
-150.000
-140.000
-130.000
-120.000
-110.000
-100.000
-90.000
-80.000
-70.000
-60.000
-50.000
-40.000
-30.000
-20.000
-10.000
0.000
10.000
20.000
30.000
40.000
50.000
PLAXIS V8
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 13/20
Version 8.2.4.133
PLAXIS V8
Finite Element Code for Soil and Rock AnalysesPLAXIS
Project description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 23 10/30/15 Koxhiyoki Kabuto, Japan
A A
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Total displacements (Utot)
Extreme Utot 359.73*10-3 m
[m]
-0.020
-0.000
0.020
0.040
0.060
0.080
0.100
0.120
0.140
0.160
0.180
0.200
0.220
0.240
0.260
0.280
0.300
0.320
0.340
0.360
0.380
PLAXIS V8
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 14/20
Version 8.2.4.133
Finite Element Code for Soil and Rock AnalysesPLAXISProject description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 23 10/30/15 Koxhiyoki Kabuto, Japan
A A
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Vertical displacements (Uy)
Extreme Uy -335.12*10-3 m
[m]
-0.340
-0.320
-0.300
-0.280
-0.260
-0.240
-0.220
-0.200
-0.180
-0.160
-0.140
-0.120
-0.100
-0.080
-0.060
-0.040
-0.020
-0.000
0.020
0.040
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 15/20
Version 8.2.4.131
Finite Element Code for Soil and Rock AnalysesPLAXISProject description
Project name Date User name
Embankment on Soft Soil
Embankment on S... 10/30/2015 Koxhiyoki Kabuto, Japan
Curve 1
0 30 60 90 120 1500.99
1.02
1.05
1.08
1.11
1.14
Step
Sum-Msf
PLAXIS V8
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 16/20
Version 8.2.4.133
Finite Element Code for Soil and Rock AnalysesPLAXISProject description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 70 10/30/15 Koxhiyoki Kabuto, Japan
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Total displacements (Utot)
Extreme Utot 220.76*10-3 m
[m]
-0.020
-0.000
0.020
0.040
0.060
0.080
0.100
0.120
0.140
0.160
0.180
0.200
0.220
0.240
PLAXIS V8
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 17/20
Version 8.2.4.133
Finite Element Code for Soil and Rock AnalysesPLAXISProject description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 70 10/30/15 Koxhiyoki Kabuto, Japan
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Vertical displacements (Uy)
Extreme Uy -99.17*10-3 m
[*10-3m]
-100.000
-90.000
-80.000
-70.000
-60.000
-50.000
-40.000
-30.000
-20.000
-10.000
0.000
10.000
20.000
30.000
40.000
50.000
PLAXIS V8
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 18/20
Version 8.2.4.133
Finite Element Code for Soil and Rock AnalysesPLAXISProject description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 84 10/30/15 Koxhiyoki Kabuto, Japan
A A
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Total displacements (Utot)
Extreme Utot 286.63*10-3 m
[m]
-0.020
0.000
0.020
0.040
0.060
0.080
0.100
0.120
0.140
0.160
0.180
0.200
0.220
0.240
0.260
0.280
0.300
PLAXIS V8
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 19/20
Version 8.2.4.133
Finite Element Code for Soil and Rock AnalysesPLAXISProject description
Project name Step Date User name
Embankment on Soft Soil
Embankment on... 84 10/30/15 Koxhiyoki Kabuto, Japan
A A
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.000.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00
-15.00
-10.00
-5.00
0.00
5.00
10.00
Vertical displacements (Uy)
Extreme Uy -249.08*10-3 m
[m]
-0.260
-0.240
-0.220
-0.200
-0.180
-0.160
-0.140
-0.120
-0.100
-0.080
-0.060
-0.040
-0.020
0.000
0.020
0.040
7/25/2019 Model Graphs Combined
http://slidepdf.com/reader/full/model-graphs-combined 20/20
Version 8.2.4.131
Finite Element Code for Soil and Rock AnalysesPLAXISProject description
Project name Date User name
Embankment on Soft Soil
Embankment on S... 10/30/2015 Koxhiyoki Kabuto, Japan
Curve 1
0 50 100 150 2001
1.2
1.4
1.6
1.8
Step
Sum-Msf