- 회사 : 보람엔지니어링

- 전화번호 : 3780-6086

- s/n : 97-228

- 문의사항

WATER-PRESSURE를 적용하여 지하수위를 다운시키면서 해석했는데 해체검토시 FILL 명령을 적용하면 지하수위가 다시 원수위로 올라 갑니다 왜그러는지 모르겠습니다.

- 검토예제

PROJECT 어정지하차도 - 집수정단면2 가시설

UNIT SI

SOIL 1 매립층
2.8 18 8 0 30 23000 0 0
2 퇴적층
7.5 19 9 0 30 31000 0 0
3 풍화암
9.5 21 11 30 33 33000 0 0
4 연암층
25 25 15 50 35 50000 0 0
5 토사(성토재)
10 19 9 0 30 17000 0 0

PROFILE 1 2.8 1 1
2 7.5 2 2
3 9.5 3 3
4 18 4 4
5 25 5 5

VWALL 1 18.80 0.008336 0.000133 2.1E+08 2.0 0.6 0 0

STRUT 1 1.70 0.01198 11.000 3 50 0 0 0
2 3.67 0.01198 11.000 3 50 0 0 0
3 5.67 0.01198 11.000 3 50 0 0 0
4 7.57 0.01198 11.000 3 50 0 0 0
5 9.47 0.01198 11.000 3 50 0 0 0

ANCHOR 1 12.07 0.0003948 30 8 2 200 0 0
2 14.47 0.0003948 30 7 2 120 0 0

SLAB 1 16.25 1.1 9.125 0
2 9.90 0.4 9.125 0
3 4.97 1.1 9.125 0

WALL 1 14.80 16.80 1 0
2 12.50 14.80 1 0
3 10.00 12.50 1 0
4 8.00 10.00 1 0
5 6.30 8.00 1 0
6 4.47 6.30 1 0
GAP 1.875

EGAP 2000

Division 0.1
Solution 0
Output 1

STEP 1 EXCAVATION TO 2.20
OUTPUT 0
ITERATION 10 0.2
WATER-PRESSURE 6.2 0 9.5 33 16.81 0
RANKINE 1.0
SURCHARGE 15.
EXCAVATION 2.20

STEP 2 CONST STRUT 1 AND EXCA 4.20
CONST STRUT 1
EXCAVATION 4.20

STEP 3 CONST STRUT 2 AND EXCA 6.20
CONST STRUT 2
EXCAVATION 6.20

STEP 4 CONST STRUT 3 AND EXCA 8.00
CONST STRUT 3
EXCAVATION 8.00

STEP 5 CONST STRUT 4 AND EXCA 10.0
CONST STRUT 4
EXCAVATION 10.00

STEP 6 CONST STRUT 5 AND EXCA 12.50
CONST STRUT 5
EXCAVATION 12.50

STEP 7 CONST ANCHOR 1 AND EXCA 15.00
CONST ANCHOR 1
EXCAVATION 15.00

STEP 8 CONST ANCHOR 2 AND EXCA 16.80
CONST ANCHOR 2
EXCAVATION 16.80
GROUND SETTLEMENT
INSERTION CHECK

STEP 9 SLAB 1 AND WALL 1
CONST SLAB 1
CONST WALL 1

STEP 10 REMOVE ANCHOR 2
REMOVE ANCHOR 2
CONST WALL 2

STEP 11 REMOVE ANCHOR 1
REMOVE ANCHOR 1
CONST WALL 3
CONST SLAB 2

STEP 12 REMOVE STRUT 5
REMOVE STRUT 5
CONST WALL 4

STEP 13 REMOVE STRUT 4
REMOVE STRUT 4
CONST WALL 5

STEP 14 REMOVE STRUT 3
REMOVE STRUT 3
CONST WALL 6
CONST SLAB 3

STEP 15 REMOVE STRUT 2
REMOVE STRUT 2
FILL 0 0 2.0 5

STEP 16 REMOVE STRUT 1
REMOVE STRUT 1
FILL 0 0 0.0 5



END