Serial No. : 2003-475 User : (주)태조엔지니어링의 곽정열입니다
버젼은 : S U N E X Ver w5.72
전화번호 : 02-3431-1151
아래와 같이 말뚝에 앵커와 락볼트를 적용하였는데
Calculation not converged in Step 7
Change data and run again
Calculation not converged in Step 8
Change data and run again
라는 수렴이 안돼었다는 메세지가 나옵니다.
수렴이라는 키워드로 검색을 해서 모두 읽어보고 수정해보았는데
락볼트에 초기인장력을 가하지 않는한 계속 메세지가 나오더군요
이 모델링도 수렴은 안하지만 값을 신용해도 될런지요?

그리고 주동토압에 모든값이 0으로 나타나는데 이것도 오류때문인가요?
오류좀 잡아주시면 감사하겠습니다.

PROJECT 1212

SOIL 1 퇴적층
1.75 0.75 1.5 28 1600 1.5 28 1600
2 풍화암
2.1 1.1 3.1 32 3000 3.1 32 3000
3 연암
2.2 1.2 18 33 4500 18 33 4500

PROFILE 1 1.0 1 1
2 3.0 2 2
3 20.0 3 3

VWALL 1 17.68 0.009218 0.000108 2.1E+07 2 0.75 0.25 0


ANCHOR 1 1 0.0002961 30 5 2 20 0 0
2 2.5 0.0002961 30 5 2 20 0 0
3 4.2 0.0010134 10 5 2 0 0 0
4 5.9 0.0010134 10 5 2 0 0 0
5 7.6 0.0010134 10 5 2 0 0 0
6 9.3 0.0010134 10 5 2 0 0 0
7 11.0 0.0010134 10 5 2 0 0 0
8 12.7 0.0010134 10 5 2 0 0 0
9 14.4 0.0010134 10 5 2 0 0 0
10 15.68 0.0010134 10 5 2 0 0 0


Division 0.1
Solution 0
Output 0

STEP 1 EXCAVATION TO 2.5
ITERATION 20 0.2
RANKINE 1.0 0.0 28
SURCHARGE 1.00
EXCAVATION 1.5

STEP 2 EXCAVATION TO 3.0 AND ANCHOR 1
const anchor 1
EXCAVATION 3

STEP 3 EXCAVATION TO 4.7 AND ANCHOR 2
const anchor 2
EXCAVATION 4.7

STEP 4 EXCAVATION TO 6.4 AND ANCHOR 3
CONST ANCHOR 3
EXCAVATION 6.4

STEP 5 EXCAVATION TO 8.1 AND ANCHOR 4
CONST ANCHOR 4
EXCAVATION 8.1

STEP 6 EXCAVATION TO 9.8 AND ANCHOR 5
CONST ANCHOR 5
EXCAVATION 9.8

STEP 7 EXCAVATION TO 11.5 AND ANCHOR 6
CONST ANCHOR 6
EXCAVATION 11.5

STEP 8 EXCAVATION TO 13.2 AND ANCHOR 7
CONST ANCHOR 7
EXCAVATION 13.2

STEP 9 EXCAVATION TO 14.9 AND ANCHOR 8
CONST ANCHOR 8
EXCAVATION 14.9

STEP 10 EXCAVATION TO 16.18 AND ANCHOR 9
CONST ANCHOR 9
EXCAVATION 16.18

STEP 11 EXCAVATION TO AND ANCHOR 10
CONST ANCHOR 10
DEPTH CHECK
GROUND SETTLEMENT



END