REPORT
07/20/2012
User:
T.C. Bosphurous University
Title:
<ZKZY>
Plaxis 2D
Table of Contents
1.
1. Structures ................................................................................................................................ 3
2.
2. Loads & boundary conditions................................................................................................. 5
1.1.
2.1. Load system A .............................................................................................................. 5
3.
3. Material data ........................................................................................................................... 6
4.
4. Calculation phases .................................................................................................................. 7
1.2.
5.
4.2. Total multipliers ........................................................................................................... 7
5. Results for phase 9 ................................................................................................................. 8
1.3.
5.3. Deformations ................................................................................................................ 8
1.3.1.
1.4.
5.3.1. Plot of total increments ...................................................................................... 9
5.4. Structures ...................................................................................................................... 9
1.4.1.
5.4.2. Beams ................................................................................................................. 9
5.4.2.1. Beams ...................................................................................................................... 10
5.4.2.2. Beams ...................................................................................................................... 11
1.4.2.
5.4.3. Anchors ............................................................................................................ 13
Plaxis 2D
1. 1. Structures
Fig. 1 Plot of geometry model with structures
Table [1] Beams
Plate no.
1
Data set
DD80cm
Table [2] Geotextiles
Geotextiles
no.
1
4x0,6"@2
2
4x0,6"@2
3
4x0,6"@2
4
4x0,6"@2
5
4x0,6"@2
Data set
Table [3] Interfaces
Interface
Data set
no.
1
Killi akll Kum
Killi akll Kum
Kumlu akll Kil
Dolgu
Killi akll Kum
Killi akll Kum
Killi akll Kum
Length
[m]
19,500
Length
[m]
9,252
9,127
9,003
9,276
7,917
Nodes
1027, 1251, 1271, 1523, 1621, 1703,
1783, 1937, 1955, 1969, 1989, 1988,
1839, 1756, 1839.
Nodes
905, 605.
1079, 661.
1125, 651.
957, 731, 455.
937, 589.
Nodes
1027, 1141, 1141, 1027.
1027, 1251, 1783, 1937, 1621, 1703, 1271, 1523, 1937,
1955, 1703, 1783, 1523, 1621, 1251, 1271.
1955, 1969, 1969, 1989.
1989, 1988, 1988, 1839.
1839, 1756.
1251, 1027.
Plaxis 2D
Interface
no.
Data set
Killi akll Kum
Killi akll Kum
Killi akll Kum
Killi akll Kum
Kumlu akll Kil
Kumlu akll Kil
Dolgu
Table [4] Node-to-node anchors
Anchor
Data set
no.
1
4x0,6"@2
2
4x0,6"@2
3
4x0,6"@2
4
4x0,6"@2
5
4x0,6"@2
Nodes
1523, 1271, 1271, 1251.
1703, 1621, 1621, 1523.
1937, 1783, 1783, 1703.
1955, 1937.
1969, 1955.
1989, 1969.
1988, 1989.
1839, 1988.
Length
[m]
14,699
14,866
13,601
8,972
15,105
First node
Last node
1989
1783
1621
1271
1839
1079
1125
957
937
905
Plaxis 2D
2. 2. Loads & boundary conditions
1.1. 2.1. Load system A
Table [5] Distributed loads A
Loads
First node
no.
1
1739
qx
[kN/m/m]
0,000
qy
[kN/m/m]
-15,000
Last node
1053
qx
[kN/m/m]
0,000
qy
[kN/m/m]
0,000
Plaxis 2D
3. 3. Material data
Table [6] Soil data sets parameters
Hardening Soil
1
Dolgu
Drained
Type
[kN/m]
18,00
unsat
[kN/m]
19,00
sat
[m/day]
0,000
kx
[m/day]
0,000
ky
[-]
0,50
einit
[-]
0,00
emin
[-]
999,00
emax
[-]
1E15
ck
[kN/m]
10000,00
E50ref
[kN/m]
10000,00
Eoedref
[-]
0,50
power (m)
[kN/m]
1,00
cref
[]
28,00
[]
0,00
[kN/m]
30000,00
Eurref
[-]
0,200
ur(nu)
[kN/m]
100,00
pref
[kN/m]
0,00
cincrement
[m]
0,00
yref
[-]
0,90
Rf
[kN/m]
0,00
Tstr.
[-]
0,80
Rinter
[m]
0,00
inter
Neutral
Interface
permeability
Table [7] Beam data sets parameters
no.
Identification
1
DD80cm
2
Kumlu akll Kil
Drained
19,00
19,00
0,000
0,000
0,50
0,00
999,00
1E15
15000,00
15000,00
0,80
1,00
28,00
0,00
45000,00
0,200
100,00
0,00
0,00
0,90
0,00
0,80
0,00
Neutral
EA
[kN/m]
2,56E07
EI
[kNm/m]
1,37E06
Table [8] Geotextile data sets parameters
no.
Identification
EA
[kN/m]
1
4x0,6"@2
219607,00
Table [9] Anchor data sets parameters
no.
Identification
1
4x0,6"@2
EA
[kN]
145931,00
3
Killi akll Kum
Drained
18,00
19,00
0,000
0,000
0,50
0,00
999,00
1E15
50000,00
50000,00
0,50
1,00
38,00
8,00
150000,00
0,200
100,00
0,00
0,00
0,90
0,00
0,80
0,00
Neutral
w
[kN/m/m]
6,40
[-]
0,15
4
Kilta
Drained
23,00
23,00
0,000
0,000
0,50
0,00
999,00
1E15
200000,00
200000,00
0,50
15,00
35,00
5,00
600000,00
0,200
100,00
0,00
0,00
0,90
0,00
0,80
0,00
Neutral
Mp
[kNm/m]
1E15
Np
[kN/m]
1E15
[-]
0,00
|Fmax,comp|
[kN]
1E015
|Fmax,tens|
[kN]
1E015
L spacing
[m]
2,00
Plaxis 2D
4. 4. Calculation phases
1.2. 4.2. Total multipliers
Table [10] Total multipliers - reached values
Ph-No.
Displ.
Load A
Load B
0
1,0000
1,0000
1,0000
1
1,0000
1,0000
1,0000
2
1,0000
1,0000
1,0000
3
1,0000
1,0000
1,0000
4
1,0000
1,0000
1,0000
5
1,0000
1,0000
1,0000
6
1,0000
1,0000
1,0000
7
1,0000
1,0000
1,0000
8
1,0000
1,0000
1,0000
9
1,0000
1,0000
1,0000
Weight
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
Accel
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
Time
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
0,0000
s-f
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
1,0000
Plaxis 2D
5. 5. Results for phase 9
1.3. 5.3. Deformations
Fig. 2 Plot of deformed mesh
- Step no: 40 - ( Phase: 9 )
Plaxis 2D
1.3.1. 5.3.1. Plot of total increments
Fig. 3 Plot of total increments (shadings)
- Step no: 40 - ( Phase: 9 )
1.4. 5.4. Structures
1.4.1. 5.4.2. Beams
Plaxis 2D
10
5.4.2.1. Beams
Fig. 4 Horizontal displacements in beam (plate no: 1)
Extreme value 16,41*10-3 m (Phase: 9)
Plaxis 2D
11
5.4.2.2. Beams
Fig. 5 Shear forces envelop in beam (plate no: 1)
Extreme value -298,17 kN/m (Phase: 9)
Plaxis 2D
12
Fig. 6 Bending moment envelop in beam (plate no: 1)
Extreme value 823,96 kN/m/m (Phase: 9)
Table [11] Table of beam force envelops phase no: 9
Node
x-coord. y-coord.
Nmin
Nmax
[m]
[m]
[kN/m]
[kN/m]
no.
1027
0,000
-15,500
-653,030
29,260
992
0,000
-16,500
-548,300
29,744
993
0,000
-17,500
-456,490
28,412
994
0,000
-18,500
-382,465
25,410
1141
0,000
-19,500
-331,087
20,194
1251
0,000
-14,002
-614,495
34,502
1030
0,000
-14,376
-622,143
33,831
1029
0,000
-14,751
-630,245
32,860
1028
0,000
-15,125
-638,918
31,581
1027
0,000
-15,500
-648,280
29,989
1271
0,000
-13,223
-599,261
35,057
1254
0,000
-13,418
-602,968
35,029
1253
0,000
-13,612
-606,738
34,928
1252
0,000
-13,807
-610,568
34,756
1251
0,000
-14,002
-614,457
34,510
1523
0,000
-10,998
-477,522
30,487
1274
0,000
-11,554
-488,621
32,462
1273
0,000
-12,111
-500,153
33,883
1272
0,000
-12,667
-512,145
34,750
1271
0,000
-13,223
-524,626
35,061
1621
0,000
-10,000
-456,561
25,945
1526
0,000
-10,250
-461,950
26,954
1525
0,000
-10,499
-467,219
28,246
1524
0,000
-10,749
-472,372
29,424
Qmin
[kN/m]
-283,357
-195,304
-115,859
-33,038
-1,442
-199,509
-231,846
-261,651
-283,824
-298,169
-169,408
-169,610
-173,978
-186,037
-204,098
-113,740
-142,092
-161,029
-169,569
-174,000
-46,673
-60,730
-79,128
-98,807
Qmax
[kN/m]
0,000
4,135
59,496
89,768
77,800
2,398
0,043
0,054
0,067
0,080
112,279
85,311
58,011
30,399
2,499
144,634
90,130
31,813
0,019
0,022
236,383
214,151
191,477
168,366
Mmin
[kNm/m]
-95,216
-178,629
-155,633
-77,449
0,000
-4,645
-8,427
-12,449
-36,697
-95,216
0,000
0,000
-1,066
-2,805
-4,645
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
Mmax
[kNm/m]
454,432
235,066
81,742
4,419
0,000
675,816
608,971
579,032
527,750
454,432
788,913
767,830
742,007
711,363
675,816
723,809
789,266
823,359
823,956
788,913
677,843
670,767
658,018
684,734
Plaxis 2D
Node
no.
1523
1703
1624
1623
1622
1621
1783
1706
1705
1704
1703
1937
1786
1785
1784
1783
1955
1940
1939
1938
1937
1969
1958
1957
1956
1955
1989
1972
1971
1970
1969
1988
1992
1991
1990
1989
1839
1842
1841
1840
1988
1756
1755
1754
1753
1839
Max:
Min:
13
x-coord.
[m]
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
y-coord.
[m]
-10,998
-7,994
-8,496
-8,997
-9,499
-10,000
-7,000
-7,249
-7,497
-7,746
-7,994
-6,103
-6,327
-6,552
-6,776
-7,000
-5,524
-5,668
-5,813
-5,958
-6,103
-4,212
-4,540
-4,868
-5,196
-5,524
-3,522
-3,695
-3,867
-4,040
-4,212
-2,210
-2,538
-2,866
-3,194
-3,522
-1,500
-1,677
-1,855
-2,032
-2,210
0,000
-0,375
-0,750
-1,125
-1,500
Nmin
[kN/m]
-477,412
-323,525
-334,879
-346,116
-357,262
-368,342
-300,325
-306,252
-312,087
-317,838
-323,511
-201,449
-206,828
-212,248
-217,711
-223,222
-187,484
-190,964
-194,452
-197,942
-201,434
-156,096
-163,952
-171,799
-179,639
-187,473
-139,125
-143,442
-147,705
-151,916
-156,075
-60,506
-62,502
-64,501
-66,503
-69,456
-56,156
-57,245
-58,333
-59,419
-60,503
0,000
-2,614
-5,493
-8,545
-11,727
0,000
-653,030
Nmax
[kN/m]
30,487
18,891
21,079
22,984
24,607
25,945
13,680
15,091
16,430
17,696
18,889
7,955
9,479
10,942
12,342
13,679
3,698
4,804
5,883
6,932
7,953
0,000
0,000
0,000
1,086
3,691
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,000
0,053
0,000
0,000
0,000
0,000
35,061
0,000
Qmin
[kN/m]
-119,111
-26,306
-30,714
-34,889
-38,800
-78,362
-18,526
-19,245
-20,418
-23,531
-26,250
-12,672
-14,494
-18,775
-33,053
-47,496
-6,586
-8,293
-9,878
-11,349
-12,716
-0,005
-0,003
-0,001
-2,322
-6,428
-15,559
-10,397
-6,038
-2,444
-0,005
-20,921
-20,528
-19,676
-18,342
-16,503
-9,083
-11,635
-14,499
-17,672
-21,153
-0,148
-3,573
-10,189
-19,733
-31,882
-0,001
-298,169
Qmax
[kN/m]
144,821
135,321
101,495
64,830
25,272
3,753
195,281
181,121
166,425
151,183
135,387
32,336
20,216
12,487
12,343
12,081
66,134
57,390
48,860
40,547
32,451
158,394
132,926
109,085
86,855
66,221
217,662
201,636
186,945
172,511
158,386
101,594
90,926
79,168
66,337
52,452
120,643
116,416
111,824
106,875
101,578
0,153
0,001
0,000
0,000
0,000
236,383
0,000
y-coord.
[m]
-3,522
[kN]
454,872
|Fmax,co
mp|
[kN]
1E15
|Fmax,te
ns|
[kN]
1E15
Mmin
[kNm/m]
0,000
-5,917
-1,222
0,000
0,000
0,000
-17,019
-14,063
-11,214
-8,493
-5,917
-28,144
-25,349
-22,544
-19,758
-17,019
-35,070
-33,405
-31,688
-29,930
-28,144
-44,488
-43,579
-41,498
-38,558
-35,070
-39,971
-42,197
-43,604
-44,324
-44,488
-14,565
-21,377
-27,989
-34,241
-39,971
-18,007
-5,962
-8,277
-11,127
-14,565
0,000
-0,538
-3,050
-8,495
-18,007
0,000
-178,629
Mmax
[kNm/m]
723,809
551,695
611,166
652,990
675,706
677,843
386,547
433,339
476,564
516,068
551,695
379,354
385,242
388,416
388,857
386,547
352,959
360,261
367,589
374,067
379,354
215,413
262,298
300,672
330,805
352,959
169,544
177,667
184,159
189,071
215,413
66,562
98,175
126,118
150,029
169,544
0,000
8,404
28,660
48,070
66,562
0,000
0,001
0,001
0,001
0,000
823,956
0,000
1.4.2. 5.4.3. Anchors
Table [12] Anchors phase no: 9
Anchor
Node
x-coord.
no.
[m]
1
1989
0,000
EA
Rotation
Le
[kN]
145931,0
[]
N/A
[m]
14,699
Plaxis 2D
Anchor
no.
14
EA
Rotation
Le
[kN]
0
[]
[m]
1E15
145931,0
0
N/A
14,866
1E15
1E15
145931,0
0
N/A
13,601
600,871
1E15
1E15
145931,0
0
N/A
8,972
246,045
1E15
1E15
145931,0
0
N/A
15,105
Node
x-coord.
y-coord.
F
[kN]
|Fmax,co
mp|
[kN]
|Fmax,te
ns|
[kN]
1079
[m]
-14,000
[m]
-8,000
1783
1125
0,000
-14,000
-7,000
-12,000
453,403
1E15
1621
957
0,000
-13,000
-10,000
-14,000
590,843
1271
937
0,000
-8,455
-13,223
-16,227
1839
905
0,000
-14,351
-1,500
-6,215
