SUNEX더 나은 삶을 추구하는 지반기술

질문답변

극동엔지니어링(주) 93-47 2006-08-21

안녕하세요...

Step 7 부터 아래와 같은 에러메시지가 뜹니다
제 생각엔 락볼트의 초기 인장력을 0으로 해서 그런거 같은데 확인부탁드립니다

Calculation not converged in Step 7
Change data and run again

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PROJECT CHOON CHUN - YANG YANG HIGHWAY CONSTRUCTION PROJECT.

SOIL 1 SOIL
1.9 0.9 1 30 2000 0 0 0
2 WEATHERED ROCK
2.1 1.1 3 33 4000 0 0 0
3 SOFT ROCK
2.5 1.5 10 35 6000 0 0 0

PROFILE 1 0.4 1 1
2 4 2 2
3 25 3 3

VWALL 1 22.4 0.01198 0.000204 2.1E+07 2 0.603 0.201

ANCHOR 1 1 0.0003948 30 13 2 30 0 0
2 4 0.0003948 30 12 2 30 0 0
3 7 0.0005067 0 4 2 0 0 0
4 9 0.0005067 0 7 2 0 0 0
5 11 0.0005067 0 7 2 0 0 0
6 13 0.0005067 0 7 2 0 0 0
7 15 0.0005067 0 7 2 0 0 0
8 17 0.0005067 0 7 2 0 0 0
9 19 0.0005067 0 7 2 0 0 0

Division 0.2
Solution 0
Output 1

STEP 1 EXCAVATION TO 1.5M
RANKINE 1.0 0.0
SLOPE 32
SURCHARGE 1.0
GWL 0.75
ITERATION 10 0.01
EXCAVATION 1.5

STEP 2 CONSTRUCTION OF ANCHOR 1(1.0M) & EXCA 4.5M
CONST ANCHOR 1
GWL 3.0
EXCA 4.5

STEP 3 CONSTRUCTION OF ANCHOR 2(4.0M) & EXCA 7.5M
CONST ANCHOR 2
GWL 6.0
EXCA 7.5

STEP 4 CONSTRUCTION OF ANCHOR 3(7.0M) & EXCA 9.5M
CONST ANCHOR 3
GWL 8.5
EXCA 9.5

STEP 5 CONSTRUCTION OF ANCHOR 4(9.0M) & EXCA 11.5M
CONST ANCHOR 4
GWL 10.5
EXCA 11.5

STEP 6 CONSTRUCTION OF ANCHOR 5(11.0M) & EXCA 13.5M
CONST ANCHOR 5
GWL 12.5
EXCA 13.5

STEP 7 CONSTRUCTION OF ANCHOR 6(13.0M) & EXCA 15.5M
CONST ANCHOR 6
GWL 14.5
EXCA 15.5

STEP 8 CONSTRUCTION OF ANCHOR 7(15.0M) & EXCA 17.5M
CONST ANCHOR 7
GWL 16.5
EXCA 17.5

STEP 9 CONSTRUCTION OF ANCHOR 8(17.0M) & EXCA 19.8M
CONST ANCHOR 8
GWL 18.65
EXCA 19.8

STEP 10 CONSTRUCTION OF ANCHOR 9(19.0M)
CONST ANCHOR 9
GROUND SETTLEMENT
INSERTION CHECK
END

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