안녕하세요...청석에 근무하는 장경준대리라고 합니다.(2004-517)

궁금한점이 있어서 이렇게 올립니다..

이론적으로는 성립되지 않는 경우지만..

풍화암이하로는 토압이나 수압을 적용하지 않으려고 하는데..

풍화암이하부터는 토압과 수압을 적용하지 않으려고 하는데..

어떻게 해야하나요...펙토압으로 토압을 줄여줄수는 있는데..완전히 무시할수는 없나요?

예문을 올려드립니다.....펙토압은 어떻게 적용해야하나요..

SOIL 1 매립층
1.8 0.9 0 30 2000 0 0 0
2 퇴적층
1.8 0.9 0 30 2000 0 0 0
3 풍화토층
1.8 0.9 0 30 2000 0 0 0
4 풍화암층
1.9 1 1 33 5000 0 0 0
5 연암층
2.1 1.2 5 37 7000 0 0 0

PROFILE 1 2.8 1 1
2 9.0 2 2
3 19.4 3 3
4 39.0 4 4
5 70 5 5

VWALL 1 58.85 0.01348 0.000215 2.1E+07 1 0.915 0.305 0

STRUT 1 1 0.01348 6 1 5 0 0 0
2 3 0.01348 6 1 5 0 0 0
3 5 0.01348 6 1 5 0 0 0
4 7 0.01348 6 1 5 0 0 0
5 9 0.01348 6 1 5 0 0 0
6 11 0.01348 6 1 5 0 0 0
7 13 0.01348 6 1 5 0 0 0
8 15 0.01348 6 1 5 0 0 0
9 17 0.01348 6 1 5 0 0 0
10 19 0.01348 6 1 5 0 0 0
11 21 0.01348 6 1 5 0 0 0
12 23 0.01348 6 1 5 0 0 0


Division 0.5
Solution 0
Output 1

STEP 1 EXCAVATION TO 1.5
ITERATION 10 0.01
GWL 6.8 6.8 1.0
SURCHARGE 1.0
RANKINE 1.0 0.0 30
EXCAVATION 1.5

STEP 2 EXCAVATION TO 1.5 AND STRUT 1
CONST STRUT 1

STEP 3 EXCAVATION TO 3.5
EXCA 3.5

STEP 4 EXCAVATION TO 3.5 AND STRUT 2
CONST STRUT 2

STEP 5 EXCAVATION TO 5.5
EXCA 5.5

STEP 6 EXCAVATION TO 5.5 AND STRUT 3
CONST STRUT 3

STEP 7 EXCAVATION TO 7.5
EXCA 7.5

STEP 8 EXCAVATION TO 7.5 AND STRUT 4
CONST STRUT 4

STEP 9 EXCAVATION TO 9.5
EXCA 9.5

STEP 10 EXCAVATION TO 9.5 AND STRUT 5
CONST STRUT 5

STEP 11 EXCAVATION TO 11.5
EXCA 11.5

STEP 12 EXCAVATION TO 11.5 AND STRUT 6
CONST STRUT 6

STEP 13 EXCAVATION TO 13.5
EXCA 13.5

STEP 14 EXCAVATION TO 13.5 AND STRUT 7
CONST STRUT 7

STEP 15 EXCAVATION TO 15.5
EXCA 15.5

STEP 16 EXCAVATION TO 15.5 AND STRUT 8
CONST STRUT 8

STEP 17 EXCAVATION TO 17.5
EXCA 17.5

STEP 18 EXCAVATION TO 17.5 AND STRUT 9
CONST STRUT 9

STEP 19 EXCAVATION TO 19.5
EXCA 19.5

STEP 20 EXCAVATION TO 19.5 AND STRUT 10
CONST STRUT 10

STEP 21 EXCAVATION TO 21.5
EXCA 21.5

STEP 22 EXCAVATION TO 21.5 AND STRUT 11
CONST STRUT 11

STEP 23 EXCAVATION TO 23.5
EXCA 23.5

STEP 24 EXCAVATION TO 23.5 AND STRUT 12
CONST STRUT 12

STEP 25 EXCAVATION TO 55.85
EXCA 55.85
GROUND SETTLEMENT
INSERTION CHECK


END