SUNEX더 나은 삶을 추구하는 지반기술

질문답변

(주)대한콘설탄트 96-183 2006-03-31

무엇이 잘못되었는지 잘 모르겠지만 sunex실행자체가 안되네요..
어느부분이 잘 못 되었는지 정확히 알려 주셨으면 감사하겠습니다.

아래는 입력데이타입니다.

SOIL 1 SOIL
1.9 1 0 30 2400 0 0 0
2 WEATHERED ROCK
2.1 1.2 4 33 24000 0 0 0
3 SOFT ROCK
2.5 1.6 6 34 400000
0 0 0
4 HARD ROCK
2.6 1.7 28 38 1056000
0 0 0

PROFILE 1 0.5 1 1
2 9.2 2 2
3 12 3 3
4 50 4 4

VWALL 1 39.464 0.01348 0.000215 2E+07 2 0.9 0.3 0

STRUT 1 0.35 0.02355 8.45 2 0 0 0 0
2 2 0.01348 8.45 2.5 5 0 0 0
3 4 0.01348 8.45 2.5 5 0 0 0
4 6.2 0.01348 8.45 2.5 5 0 0 0
5 8.5 0.01348 8.45 2.5 5 0 0 0
6 10.7 0.01348 8.45 2.5 5 0 0 0
7 15.4 0.01348 8.45 2.5 5 0 0 0
8 18.4 0.01348 8.45 2.5 5 0 0 0
9 21.8 0.01348 8.45 2.5 5 0 0 0
10 25.2 0.01348 8.45 2.5 5 0 0 0
11 30 0.01348 8.45 2.5 5 0 0 0

ANCHOR 1 12.1 0.0003948 30 5 2 10 0 0
2 13.8 0.0006424 0 2 2 0 0 0
3 16.9 0.0006424 0 2 2 0 0 0
4 20.1 0.0006424 0 2 2 0 0 0
5 23.5 0.0006424 0 2 2 0 0 0
6 26.8 0.0006424 0 2 2 0 0 0
7 28.4 0.0006424 0 2 2 0 0 0
8 31.7 0.0006424 0 2 2 0 0 0
9 33.4 0.0006424 0 2 2 0 0 0
10 34.9 0.0006424 0 2 2 0 0 0
11 36.4 0.0006424 0 2 2 0 0 0



Division 0.1
Solution 0
Output 1

STEP 1 EXCAVATION TO 1.200 AND STRUT 1
ITERATION 20 0.1
RANKINE 1.0 0
WATER-PRESSURE 2.50 0 9.20 6.70 12.0 0
SURCHARGE 1.5
LOAD 3.50 2.60 9.0 21.0 9.0
EXCA 1.200
CONST STRUT 1

STEP 2 EXCAVATION TO 2.500 AND STRUT 2
EXCA 2.500
CONST STRUT 2

STEP 3 EXCAVATION TO 4.500 AND STRUT 3
EXCA 4.500
CONST STRUT 3

STEP 4 EXCAVATION TO 6.700 AND STRUT 4
EXCA 6.700
CONST STRUT 4

STEP 5 EXCAVATION TO 9.000 AND STRUT 5
EXCA 9.000
CONST STRUT 5

STEP 6 EXCAVATION TO 11.200 AND STRUT 6
EXCA 11.200
CONST STRUT 6
GROUND SETTLEMENT

STEP 7 EXCAVATION TO 12.600 AND ANCHOR 1
EXCA 12.600
CONST ANCHOR 1

STEP 8 EXCAVATION TO 14.300 AND ANCHOR 2
EXCA 14.300
CONST ANCHOR 2

STEP 9 EXCAVATION TO 15.900 AND STRUT 7
EXCA 15.900
CONST STRUT 7

STEP 10 EXCAVATION TO 17.400 AND ANCHOR 3
EXCA 17.400
CONST ANCHOR 3

STEP 11 EXCAVATION TO 18.900 AND STRUT 8
EXCA 18.900
CONST STRUT 8

STEP 12 EXCAVATION TO 20.600 AND ANCHOR 4
EXCA 20.600
CONST ANCHOR 4

STEP 13 EXCAVATION TO 22.300 AND STRUT 9
EXCA 22.300
CONST STRUT 9

STEP 14 EXCAVATION TO 24.000 AND ANCHOR 5
EXCA 24.000
CONST ANCHOR 5

STEP 15 EXCAVATION TO 25.700 AND STRUT 10
EXCA 25.700
CONST STRUT 10

STEP 16 EXCAVATION TO 27.300 AND ANCHOR 6
EXCA 27.300
CONST ANCHOR 6

STEP 17 EXCAVATION TO 28.900 AND ANCHOR 7
EXCA 28.900
CONST ANCHOR 7

STEP 18 EXCAVATION TO 30.500 AND STRUT 11
EXCA 30.500
CONST STRUT 11

STEP 19 EXCAVATION TO 32.200 AND ANCHOR 8
EXCA 32.200
CONST ANCHOR 8

STEP 20 EXCAVATION TO 33.900 AND ANCHOR 9
EXCA 33.900
CONST ANCHOR 9

STEP 21 EXCAVATION TO 35.400 AND ANCHOR 10
EXCA 35.400
CONST ANCHOR 10

STEP 22 EXCAVATION TO 36.900 AND ANCHOR 11
EXCA 36.900
CONST ANCHOR 11
INSERTION CHECK

STEP 23 EXCAVATION TO 37.964
EXCA 37.964

STEP 24 PECK CHECK
PECK 0.65 0.15 0.15 0 0.5


END

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