SPW2006 - Sheet Pile Wall
Page 1
Copyright © 2006 by Arnold Verruijt
.spw, New Problem
General Data
Licensed User
: .spw
File Name
: Agata_Mlodawska_P29.spw
Problem Name
: New Problem
Length (m)
: 17.000
Number of Elements
: 1000
Number of Layers
: 4
Number of Loading Steps
: 1
Profile from Catalogue
: 2
Data of Layers
Step 0, Left side
Layer
Top
Bottom
Wd
Ws
Zw
Cap
q
c
Ka
Kp
Kn
Dw
(m)
(m)
(kN/m³) (kN/m³)
(m)
(m)
(kN/m²) (kN/m²)
(-)
(-)
(-)
(m)
1 0.000 3.000 19.800 22.300 4.200 0.000 19.000 11.875 0.635 1.576 1.000 0.020
2 3.000 4.200 18.500 21.500 4.200 0.000 0.000 13.750 0.635 1.576 1.000 0.020
3 4.200 7.000 18.500 21.500 4.200 0.000 0.000 13.750 0.635 1.576 1.000 0.020
4 7.000 17.000 18.500 21.500 4.200 0.000 0.000 13.750 0.634 1.576 1.000 0.020
Step 0, Right side
Layer
Top
Bottom
Wd
Ws
Zw
Cap
q
c
Ka
Kp
Kn
Dw
(m)
(m)
(kN/m³) (kN/m³)
(m)
(m)
(kN/m²) (kN/m²)
(-)
(-)
(-)
(m)
1 0.000 3.000 19.800 22.300 4.200 0.000 19.000 11.875 0.635 1.576 1.000 0.020
2 3.000 4.200 18.500 21.500 4.200 0.000 0.000 13.750 0.635 1.576 1.000 0.020
3 4.200 7.000 18.500 21.500 4.200 0.000 0.000 13.750 0.635 1.576 1.000 0.020
4 7.000 17.000 18.500 21.500 4.200 0.000 0.000 13.750 0.634 1.576 1.000 0.020
Step 1, Left side
Layer
Top
Bottom
Wd
Ws
Zw
Cap
q
c
Ka
Kp
Kn
Dw
(m)
(m)
(kN/m³) (kN/m³)
(m)
(m)
(kN/m²) (kN/m²)
(-)
(-)
(-)
(m)
1 0.000 3.000 0.000 10.000 6.300 0.000 0.000 0.000 1.000 1.000 1.000 1.000
2 3.000 4.200 18.500 10.000 6.300 0.000 0.000 0.000 0.635 1.000 1.000 1.000
3 4.200 7.000 0.000 10.000 6.300 0.000 0.000 0.000 1.000 1.000 1.000 1.000
4 7.000 17.000 18.500 21.500 6.300 0.000 0.000 13.750 0.634 1.576 1.000 0.020
Step 1, Right side
Layer
Top
Bottom
Wd
Ws
Zw
Cap
q
c
Ka
Kp
Kn
Dw
(m)
(m)
(kN/m³) (kN/m³)
(m)
(m)
(kN/m²) (kN/m²)
(-)
(-)
(-)
(m)
1 0.000 3.000 19.800 22.300 4.200 0.000 19.000 11.875 0.635 1.576 1.000 0.020
2 3.000 4.200 18.500 21.500 4.200 0.000 0.000 13.750 0.635 1.576 1.000 0.020
3 4.200 7.000 18.500 21.500 4.200 0.000 0.000 13.750 0.635 1.576 1.000 0.020
4 7.000 17.000 18.500 21.500 4.200 0.000 0.000 13.750 0.634 1.576 1.000 0.020
Data of Anchors and Lateral Forces
Step 0 :
Point
Fx
Fa
Fw
(kN/m)
(kN/m)
(m)
0 0.000
0.000
1.000
1 0.000
0.000
1.000
2 0.000
0.000
1.000
3 0.000
0.000
1.000
4 0.000
0.000
1.000
Step 1 :
Point
Fx
Fa
Fw
(kN/m)
(kN/m)
(m)
0 0.000
0.000
1.000
1 284.400 0.000
-0.200
2 0.000
0.000
1.000
3 0.000
0.000
1.000
4 0.000
0.000
1.000
SPW2006 - Sheet Pile Wall
Page 2
.spw, New Problem
Data of Axial Forces and Moment
Step
NA
NB
MA
(kN/m)
(kN/m)
(kNm/m)
0 0.000
0.000
0.000
1 0.000
0.000
0.000
Catalogue of Profiles
No Profile Name
Area
Weight
E
h
i
EI
(m²/m)
(kN/m³)
(GN/m²)
(m)
(m)
(kNm²/m)
1 Larssen 20
0.010100
78.000
210.000
0.220000
0.080800
13847.2
2 Larssen 20
0.200000
78.000
210.000
0.300000
2.000000
168000000.0
3 Larssen 20
0.010100
78.000
210.000
0.220000
0.080800
13847.2
4 Larssen 20
0.010100
78.000
210.000
0.220000
0.080800
13847.2
5 Larssen 20
0.010100
78.000
210.000
0.220000
0.080800
13847.2
6 Larssen 20
0.010100
78.000
210.000
0.220000
0.080800
13847.2
7 Larssen 20
0.010100
78.000
210.000
0.220000
0.080800
13847.2
8 Larssen 20
0.010100
78.000
210.000
0.220000
0.080800
13847.2
9 Larssen 20
0.010100
78.000
210.000
0.220000
0.080800
13847.2
10 Larssen 20
0.010100
78.000
210.000
0.220000
0.080800
13847.2
11 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
12 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
13 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
14 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
15 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
16 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
17 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
18 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
19 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
20 Hoesch 215
0.027400
78.000
210.000
0.340000
0.140000
112778.4
Cross Sections
Step 0 :
0
5
10
15
0
5
10
15
SPW2006 - Sheet Pile Wall
Page 3
.spw, New Problem
Step 1 :
0
5
10
15
0
5
10
15
Results after Step 1 :
i
z
w
M
Q-
Q+
F
f
(m)
(m)
(kNm)
(kN)
(kN)
(kN)
(kN/m²)
0 0.000000
-0.006124
0.000000
0.000000
0.000000
0.000000
0.000000
1 0.017045
-0.006126
0.000114
-0.013392
-0.013392
0.000000
-0.785685
2 0.034091
-0.006127
0.000481
-0.029694
-0.029694
0.000000
-0.956353
3 0.051136
-0.006128
0.001151
-0.048905
-0.048905
0.000000
-1.127075
4 0.068182
-0.006130
0.002173
-0.071023
-0.071023
0.000000
-1.297548
5 0.085227
-0.006131
0.003597
-0.096046
-0.096046
0.000000
-1.468055
6 0.102273
-0.006132
0.005472
-0.123975
-0.123975
0.000000
-1.638449
7 0.119318
-0.006133
0.007848
-0.154807
-0.154807
0.000000
-1.808859
8 0.136364
-0.006135
0.010775
-0.188542
-0.188542
0.000000
-1.979057
9 0.153409
-0.006136
0.014301
-0.225178
-0.225178
0.000000
-2.149369
10 0.170455
-0.006137
0.018476
-0.264715
-0.264715
0.000000
-2.319430
11 0.187500
-0.006139
0.023350
-0.307150
-0.307150
0.000000
-2.489586
12 0.204545
-0.006140
0.028972
-0.352484
-0.352484
0.000000
-2.659666
13 0.221591
-0.006141
0.035391
-0.400714
-0.400714
0.000000
-2.829403
14 0.238636
-0.006143
0.042657
-0.451840
-0.451840
0.000000
-2.999472
15 0.255682
-0.006144
0.050819
-0.505860
-0.505860
0.000000
-3.169072
16 0.272727
-0.006145
0.059927
-0.562773
-0.562773
0.000000
-3.338985
17 0.289773
-0.006146
0.070029
-0.622578
-0.622578
0.000000
-3.508448
18 0.306818
-0.006148
0.081176
-0.685274
-0.685274
0.000000
-3.678263
19 0.323864
-0.006149
0.093416
-0.750860
-0.750860
0.000000
-3.847589
20 0.340909
-0.006150
0.106798
-0.819335
-0.819335
0.000000
-4.017307
21 0.357955
-0.006152
0.121372
-0.890696
-0.890696
0.000000
-4.186378
22 0.375000
-0.006153
0.137187
-0.964944
-0.964944
0.000000
-4.355999
23 0.392045
-0.006154
0.154292
-1.042077
-1.042077
0.000000
-4.525257
24 0.409091
-0.006155
0.172737
-1.122094
-1.122094
0.000000
-4.694180
25 0.426136
-0.006157
0.192570
-1.204993
-1.204993
0.000000
-4.863538
26 0.443182
-0.006158
0.213841
-1.290774
-1.290774
0.000000
-5.032324
27 0.460227
-0.006159
0.236598
-1.379435
-1.379435
0.000000
-5.201584
28 0.477273
-0.006161
0.260892
-1.470975
-1.470975
0.000000
-5.370175
29 0.494318
-0.006162
0.286770
-1.565394
-1.565394
0.000000
-5.539396
30 0.511364
-0.006163
0.314282
-1.662689
-1.662689
0.000000
-5.707791
31 0.528409
-0.006164
0.343477
-1.762860
-1.762860
0.000000
-5.876855
32 0.545455
-0.006166
0.374404
-1.865905
-1.865905
0.000000
-6.045113
33 0.562500
-0.006167
0.407117
-1.972373
-1.972373
0.000000
-6.246289
34 0.579545
-0.006168
0.441678
-2.082840
-2.082840
0.000000
-6.480903
35 0.596591
-0.006170
0.478156
-2.197304
-2.197304
0.000000
-6.715006
36 0.613636
-0.006171
0.516620
-2.315766
-2.315766
0.000000
-6.949956
37 0.630682
-0.006172
0.557137
-2.438225
-2.438225
0.000000
-7.184031
38 0.647727
-0.006173
0.599776
-2.564680
-2.564680
0.000000
-7.418891
39 0.664773
-0.006175
0.644603
-2.695130
-2.695130
0.000000
-7.652822
40 0.681818
-0.006176
0.691689
-2.829575
-2.829575
0.000000
-7.887650
41 0.698864
-0.006177
0.741100
-2.968014
-2.968014
0.000000
-8.121495
42 0.715909
-0.006179
0.792905
-3.110446
-3.110446
0.000000
-8.356233
SPW2006 - Sheet Pile Wall
Page 4
.spw, New Problem
43 0.732955
-0.006180
0.847172
-3.256870
-3.256870
0.000000
-8.589933
44 0.750000
-0.006181
0.903969
-3.407286
-3.407286
0.000000
-8.824641
45 0.767045
-0.006183
0.963364
-3.561693
-3.561693
0.000000
-9.058786
46 0.784091
-0.006184
1.025424
-3.720091
-3.720091
0.000000
-9.292385
47 0.801136
-0.006185
1.090219
-3.882478
-3.882478
0.000000
-9.526958
48 0.818182
-0.006186
1.157816
-4.048855
-4.048855
0.000000
-9.760472
49 0.835227
-0.006188
1.228282
-4.219219
-4.219219
0.000000
-9.994955
50 0.852273
-0.006189
1.301687
-4.393572
-4.393572
0.000000
-10.228382
51 0.869318
-0.006190
1.378097
-4.571911
-4.571911
0.000000
-10.462834
52 0.886364
-0.006192
1.457581
-4.754236
-4.754236
0.000000
-10.696058
53 0.903409
-0.006193
1.540207
-4.940547
-4.940547
0.000000
-10.930537
54 0.920455
-0.006194
1.626043
-5.130843
-5.130843
0.000000
-11.163675
55 0.937500
-0.006195
1.715156
-5.325123
-5.325123
0.000000
-11.398064
56 0.954545
-0.006197
1.807615
-5.523386
-5.523386
0.000000
-11.631740
57 0.971591
-0.006198
1.903487
-5.725632
-5.725632
0.000000
-11.864719
58 0.988636
-0.006199
2.002841
-5.931860
-5.931860
0.000000
-12.099032
59 1.005682
-0.006201
2.105744
-6.142070
-6.142070
0.000000
-12.331925
60 1.022727
-0.006202
2.212264
-6.356260
-6.356260
0.000000
-12.566148
61 1.039773
-0.006203
2.322469
-6.574430
-6.574430
0.000000
-12.798897
62 1.056818
-0.006204
2.436426
-6.796579
-6.796579
0.000000
-13.033089
63 1.073864
-0.006206
2.554204
-7.022707
-7.022707
0.000000
-13.265751
64 1.090909
-0.006207
2.675870
-7.252812
-7.252812
0.000000
-13.499853
65 1.107955
-0.006208
2.801493
-7.486895
-7.486895
0.000000
-13.732430
66 1.125000
-0.006210
2.931139
-7.724954
-7.724954
0.000000
-13.966500
67 1.142045
-0.006211
3.064877
-7.966989
-7.966989
0.000000
-14.199765
68 1.159091
-0.006212
3.202775
-8.212998
-8.212998
0.000000
-14.432066
69 1.176136
-0.006214
3.344900
-8.462983
-8.462983
0.000000
-14.666178
70 1.193182
-0.006215
3.491320
-8.716940
-8.716940
0.000000
-14.898334
71 1.210227
-0.006216
3.642102
-8.974871
-8.974871
0.000000
-15.132356
72 1.227273
-0.006217
3.797315
-9.236774
-9.236774
0.000000
-15.364484
73 1.244318
-0.006219
3.957026
-9.502648
-9.502648
0.000000
-15.598357
74 1.261364
-0.006220
4.121303
-9.772494
-9.772494
0.000000
-15.830459
75 1.278409
-0.006221
4.290213
-10.046309
-10.046309
0.000000
-16.064242
76 1.295455
-0.006223
4.463824
-10.324094
-10.324094
0.000000
-16.296199
77 1.312500
-0.006224
4.642205
-10.605848
-10.605848
0.000000
-16.530009
78 1.329545
-0.006225
4.825421
-10.891569
-10.891569
0.000000
-16.762746
79 1.346591
-0.006226
5.013542
-11.181258
-11.181258
0.000000
-16.994544
80 1.363636
-0.006228
5.206634
-11.474914
-11.474914
0.000000
-17.228278
81 1.380682
-0.006229
5.404766
-11.772536
-11.772536
0.000000
-17.459932
82 1.397727
-0.006230
5.608005
-12.074123
-12.074123
0.000000
-17.693576
83 1.414773
-0.006232
5.816418
-12.379674
-12.379674
0.000000
-17.925085
84 1.431818
-0.006233
6.030073
-12.689189
-12.689189
0.000000
-18.158698
85 1.448864
-0.006234
6.249037
-13.002668
-13.002668
0.000000
-18.390180
86 1.465909
-0.006235
6.473379
-13.320108
-13.320108
0.000000
-18.623643
87 1.482955
-0.006237
6.703166
-13.641511
-13.641511
0.000000
-18.855039
88 1.500000
-0.006238
6.938464
-13.966874
-13.966874
0.000000
-19.088472
89 1.517045
-0.006239
7.179343
-14.296198
-14.296198
0.000000
-19.320857
90 1.534091
-0.006241
7.425869
-14.629482
-14.629482
0.000000
-19.552036
91 1.551136
-0.006242
7.678109
-14.966724
-14.966724
0.000000
-19.785392
92 1.568182
-0.006243
7.936132
-15.307925
-15.307925
0.000000
-20.016485
93 1.585227
-0.006244
8.200004
-15.653084
-15.653084
0.000000
-20.249868
94 1.602273
-0.006246
8.469793
-16.002199
-16.002199
0.000000
-20.480758
95 1.619318
-0.006247
8.745567
-16.355270
-16.355270
0.000000
-20.714051
96 1.636364
-0.006248
9.027393
-16.712297
-16.712297
0.000000
-20.944914
97 1.653409
-0.006250
9.315338
-17.073278
-17.073278
0.000000
-21.178117
98 1.670455
-0.006251
9.609470
-17.438214
-17.438214
0.000000
-21.408894
99 1.687500
-0.006252
9.909856
-17.807103
-17.807103
0.000000
-21.642065
100 1.704545
-0.006254
10.216564
-18.179944
-18.179944
0.000000
-21.873922
101 1.721591
-0.006255
10.529661
-18.556738
-18.556738
0.000000
-22.104541
102 1.738636
-0.006256
10.849214
-18.937482
-18.937482
0.000000
-22.337577
103 1.755682
-0.006257
11.175291
-19.322177
-19.322177
0.000000
-22.568051
104 1.772727
-0.006259
11.507958
-19.710823
-19.710823
0.000000
-22.801173
105 1.789773
-0.006260
11.847284
-20.103417
-20.103417
0.000000
-23.031444
106 1.806818
-0.006261
12.193336
-20.499959
-20.499959
0.000000
-23.264418
SPW2006 - Sheet Pile Wall
Page 5
.spw, New Problem
107 1.823864
-0.006263
12.546180
-20.900450
-20.900450
0.000000
-23.494720
108 1.840909
-0.006264
12.905885
-21.304887
-21.304887
0.000000
-23.727603
109 1.857955
-0.006265
13.272517
-21.713271
-21.713271
0.000000
-23.957761
110 1.875000
-0.006266
13.646143
-22.125600
-22.125600
0.000000
-24.190613
111 1.892045
-0.006268
14.026832
-22.541875
-22.541875
0.000000
-24.422118
112 1.909091
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SPW2006 - Sheet Pile Wall
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.spw, New Problem
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SPW2006 - Sheet Pile Wall
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.spw, New Problem
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SPW2006 - Sheet Pile Wall
Page 10
.spw, New Problem
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SPW2006 - Sheet Pile Wall
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39.816135
SPW2006 - Sheet Pile Wall
Page 19
.spw, New Problem
Results after Step 1 :
0.007
-0.007
600.0
-600.0
0
17.000 m
0
200.0
-200.0
70.0
-70.0
w
M
Q
f
Maxima : -0.007213 m
-547.046186 kNm/m
226.372074 kN/m
71.255097 kN/m²