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SUNNEX프로그램을사용하는데 7단까지 데이터를 입력하였습니다..
그런데...6단까지만 해석이되는데요...해결부탁합니다...


PROJECT 시화대교 (인천방향-TYPE4)

SOIL 1 매립층
1.8 0.8 0 27 1600 0 0 0
2 실트섞인점토
1.7 0.8 1.5 20 1000 0 0 0
3 점토섞인실트
1.7 0.8 0 25 1200 0 0 0
4 실트질모래
1.9 0.9 0 33 4000 0 0 0
5 풍화암
2 1 3 35 5000 0 0 0
6 연암
2.1 1.1 4 40 6000 0 0 0

PROFILE 1 6.7 1 1
2 11.9 2 2
3 18 3 3
4 26.1 4 4
5 27.6 5 5
6 30.6 6 6

VWALL 1 17.64 0.00764 0.000306 2.1E+07 1 0.4 0.4 0

STRUT 1 1.04 0.01198 6.4 2.5 3 0 0 0
2 2.54 0.01198 6.4 2.5 3 0 0 0
3 4.04 0.01198 6.4 2.5 3 0 0 0
4 5.54 0.01198 6.4 2.5 3 0 0 0
5 7.04 0.01198 6.4 2.5 3 0 0 0
6 8.54 0.01198 6.4 2.5 3 0 0 0
7 10.04 0.01198 6.4 2.5 3 0 0 0




Division 0.2
Solution 0
Output 1

STEP 1
ITERATION 20 0.1
GWL 1.0 2.5
RANKINE 1.0 0.0
EXCA 1.50
SURCHARGE 1.0

STEP 2
CONST STRUT 1
EXCA 3.0
GWL 1.0 4.0

STEP 3
CONST STRUT 2
EXCA 4.5
GWL 1.0 5.5

STEP 4
CONST STRUT 3
EXCA 6
GWL 1.0 7.0

STEP 5
CONST STRUT 4
EXCA 7.5
GWL 1.0 8.5

STEP 6
CONST STRUT 5
EXCA 9.0
GWL 1.0 10.0

STEP 7
CONST STRUT 6
EXCA 10.5
GWL 1.0 11.5

STEP 8
CONST STRUT 7
EXCA 13.64
GWL 1.0 14.64
GROUND SETTLEMENT
INSERTION CHECK

STEP 9
PECK CHECK 0.65 0.25 0 0


END

PROJECT 시화대교 (인천방향-TYPE4)

SOIL 1 매립층
1.8 0.8 0 27 1600 0 0 0
2 실트섞인점토
1.7 0.8 1.5 20 1000 0 0 0
3 점토섞인실트
1.7 0.8 0 25 1200 0 0 0
4 실트질모래
1.9 0.9 0 33 4000 0 0 0
5 풍화암
2 1 3 35 5000 0 0 0
6 연암
2.1 1.1 4 40 6000 0 0 0

PROFILE 1 6.7 1 1
2 11.9 2 2
3 18 3 3
4 26.1 4 4
5 27.6 5 5
6 30.6 6 6

VWALL 1 17.64 0.00764 0.000306 2.1E+07 1 0.4 0.4 0

STRUT 1 1.04 0.01198 6.4 2.5 3 0 0 0
2 2.54 0.01198 6.4 2.5 3 0 0 0
3 4.04 0.01198 6.4 2.5 3 0 0 0
4 5.54 0.01198 6.4 2.5 3 0 0 0
5 7.04 0.01198 6.4 2.5 3 0 0 0
6 8.54 0.01198 6.4 2.5 3 0 0 0
7 10.04 0.01198 6.4 2.5 3 0 0 0




Division 0.2
Solution 0
Output 1

STEP 1
ITERATION 20 0.1
GWL 1.0 2.5
RANKINE 1.0 0.0
EXCA 1.50
SURCHARGE 1.0

STEP 2
CONST STRUT 1
EXCA 3.0
GWL 1.0 4.0

STEP 3
CONST STRUT 2
EXCA 4.5
GWL 1.0 5.5

STEP 4
CONST STRUT 3
EXCA 6
GWL 1.0 7.0

STEP 5
CONST STRUT 4
EXCA 7.5
GWL 1.0 8.5

STEP 6
CONST STRUT 5
EXCA 9.0
GWL 1.0 10.0

STEP 7
CONST STRUT 6
EXCA 10.5
GWL 1.0 11.5

STEP 8
CONST STRUT 7
EXCA 13.64
GWL 1.0 14.64
GROUND SETTLEMENT
INSERTION CHECK

STEP 9
PECK CHECK 0.65 0.25 0 0


END


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