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PROJECT 인천철도 가시설

SOIL 1 매립층
1.39 1.9 0.9 1 15 1079 0 0
2 퇴적층(점토)
5.59 1.7 0.7 1.5 10 916 -1 0
3 퇴적층(점토)
10.09 1.7 0.7 1.5 10 916 0 0
4 퇴적층(실트질모래)
11.29 1.9 0.9 0 22 1213 -1 0
5 퇴적층(점토질실트)
14.59 1.8 0.8 2.5 20 2017 -1 0
6 퇴적층(점토)
17.59 1.8 0.8 2.5 20 2017 0 0
7 퇴적층(모래)
18.89 1.9 0.9 0 30 2424 -1 0
8 풍화토
21.09 1.9 0.9 1 35 3383 -1 0
9 풍화암
25 2 1 4 39 3500 0 0

VWALL 1 21.84 0.01198 0.000204 2.1E+07 1 0.9 0 0

STRUT 1 1 0.02187 7.2 3 10 0 0 0
2 3.19 0.02187 7.2 3 10 0 0 0
3 5.09 0.02187 7.2 3 20 0 0 0
4 6.99 0.02187 7.2 3 20 0 0 0
5 9.19 0.02187 7.2 3 20 0 0 0
6 10.89 0.02187 7.2 3 20 0 0 0
7 12.59 0.02187 7.2 3 20 0 0 0
8 14.29 0.02187 7.2 3 20 0 0 0

ANCHOR 1 12.09 0.000592 30 16 1 25 0 0
2 13.79 0.000592 30 14 1 25 0 0
3 15.49 0.000592 30 13 1 42 0 0



Division 0.2
Solution 0
Output 0

STEP 1 EXCAVATION TO 1.50
OUTPUT 0
ITERATION 10 0.1
WATER-PRESSURE 2.21 0.0 16.34 14.13 18.34 0.0
RANKINE 1.0 0.0 50
SURCHARGE 1.0
EXCAVATION 1.50

STEP 2 STRUT 1 AND EXCA TO 3.69
CONST STRUT 1
EXCA 3.69

STEP 3 STRUT 2 AND EXCA TO 5.59
CONST STRUT 2
EXCA 5.59

STEP 4 STRUT 3 AND EXCA TO 7.49
CONST STRUT 3
EXCA 7.49

STEP 5 STRUT 4 AND EXCA TO 9.69
CONST STRUT 4
EXCA 9.69

STEP 6 STRUT 5 AND EXCA TO 11.39
CONST STRUT 5
EXCA 11.39

STEP 7 STRUT 6 AND EXCA TO 12.59
CONST STRUT 6
EXCA 12.59

STEP 8 ANCHOR 1 AND EXCA TO 13.09
CONST ANCHOR 1
EXCA 13.09

STEP 9 STRUT 7 AND EXCA TO 14.29
CONST STRUT 7
EXCA 14.29

STEP 10 ANCHOR 2 AND EXCA TO 14.79
CONST ANCHOR 2
EXCA 14.79

STEP 11 STRUT 8 AND EXCA TO 15.99
CONST STRUT 8
EXCA 15.99

STEP 12 ANCHOR 3 AND EXCA TO 18.24
CONST ANCHOR 3
EXCA 18.24
GROUND SETTLEMENT
INSERTION CHECK

DESIGN

HPILE 0 21.84
HPFAC
HPSIZE H-300x300x10x15 0.00136
HPOPTION 1.35 2.75

DSTRUT 14.29
STFAC
STSIZE H-400x400x13x21 0.000666 0.00333 17.5 10.1
STOPTION 1.35 0.5 7.2 7.2
STCORNER 0 0 0 0 900 3.801 0

DANCHOR 12.09
ANFAC
ANSIZE Strand-6xD12.7 0.0005923 190 160
ANTAU 1 60 2 60 3 60 4 60 5 60 6 60 7 60 8 60 9 60
ANOPTION 4 4 100 0 1.5 2 0 0.3

DANCHOR 13.79
ANFAC
ANSIZE Strand-6xD12.7 0.0005923 190 160
ANTAU 1 60 2 60 3 60 4 60 5 60 6 60 7 60 8 60 9 60
ANOPTION 4 4 100 0 1.5 2 0 0.3

DANCHOR 15.49
ANFAC
ANSIZE Strand-6xD12.7 0.0005923 190 160
ANTAU 1 60 2 60 3 60 4 60 5 60 6 60 7 60 8 60 9 60
ANOPTION 4 4 100 0 1.5 2 0 0.3

DWALE 5.09
WASIZE H-400x400x13x21 0.02187 0.000666 0.00333
WAOPTION 1.35 1 3

DWALE 14.29
WASIZE 2H-300x305x15x15 0.02696 0.00043 0.00288
WAOPTION 1.35 1 3

DWALE 15.49
WASIZE 2H-298x201x9x14 0.016672 0.000266 0.001786
WAOPTION 1.35 1 3

TIMBER 0 18.24
TIOPTION 135 10.5 0.3 0


END