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PROJECT 신공항철도 1-4공구 Type F

SOIL 1 성토
1.9 0.9 0 30 2332 0 0 0
2 매립층
1.8 0.8 1 15 1000 -1 0 0
3 퇴적층(점토)
1.7 0.7 1.5 10 916 -1 0 0
4 퇴적층(점토)
1.8 0.8 2.5 20 1213 0 0 0
5 퇴적층
1.8 0.8 2.5 20 2075 -1 0 0
6 퇴적층(점토)
1.8 0.8 2.5 20 2075 0 0 0
7 퇴적층(모래)
1.8 0.8 0 30 2234 -1 0 0
8 풍화토
1.9 0.9 1 35 2749 0 0 0

PROFILE 1 0.78 1 1
2 1.5 2 2
3 8 3 3
4 13.3 4 4
5 14.5 5 5
6 16.5 6 6
7 17.2 7 7
8 23.3 8 8

VWALL 1 20.85 0.01198 0.000204 2.1E+07 1.5 0.9 0 0

STRUT 1 1 0.02696 7 3 5 0 0 0
2 3.41 0.02696 7 3 5 0 0 0
3 5.41 0.02696 7 3 5 0 0 0
4 7.41 0.02187 7 3 5 0 0 0
5 9.41 0.02187 7 3 5 0 0 0
6 11.41 0.02187 7 3 5 0 0 0
7 13.11 0.02187 7 3 5 0 0 0
8 14.81 0.02187 7 3 5 0 0 0

ANCHOR 1 12.61 0.000691 30 17 1.5 20 0 0
2 14.31 0.000691 30 15 1.5 20 0 0
3 16.01 0.000691 30 13 1.5 55 0 0



Division 0.1
Solution 0
Output 0

STEP 1 EXCAVATION TO 1.50
OUTPUT 0
ITERATION 10 0.1
RANKINE 1.0 0.0 50
SURCHARGE 1.0
WATER-PRESSURE 3.42 0 16.47 13.05 18.47 0
EXCAVATION 1.50

STEP 2 STRUT 1 AND EXCA TO 3.91
CONST STRUT 1
EXCA 3.91

STEP 3 STRUT 2 AND EXCA TO 5.91
CONST STRUT 2
EXCA 5.91

STEP 4 STRUT 3 AND EXCA TO 7.91
CONST STRUT 3
EXCA 7.91

STEP 5 STRUT 4 AND EXCA TO 9.91
CONST STRUT 4
EXCA 9.91

STEP 6 STRUT 5 AND EXCA TO 11.91
CONST STRUT 5
EXCA 11.91

STEP 7 STRUT 6 AND EXCA TO 13.11
CONST STRUT 6
EXCA 13.11

STEP 8 ANCHOR 1 AND EXCA TO 13.61
CONST ANCHOR 1
EXCA 13.61

STEP 9 STRUT 7 AND EXCA TO 14.81
CONST STRUT 7
EXCA 14.81

STEP 10 ANCHOR 2 AND EXCA TO 15.31
CONST ANCHOR 2
EXCA 15.31

STEP 11 STRUT 8 AND EXCA TO 16.51
CONST STRUT 8
EXCA 16.51

STEP 12 ANCHOR 3 AND EXCA TO 18.47
CONST ANCHOR 3
EXCA 18.47
GROUND SETTLEMENT
INSERTION CHECK
DESIGN


END