다른제원은 동일하고 수직벽의 간격을 1.60m에서 1.20m로 변경했을경우
Calculation not converged in Step 9 Change data and run again라고
계산을 수렴할수없다라는 에러가 발생하는데 이유를 모르겠습니다
그리고 해체검토시 모멘트가 크게발생하는데 모멘트를 줄일수 있는
방법이 있는지좀 알려주세요


SOIL 1 fill
1.7 0.8 0 28 2075 0 0 0
2 sand
1.8 0.9 0 28 2075 0 0 0
3 gravel
1.9 1 0 34 3380 0 0 0
4 weathered rock
2 1 1 35 4000 0 0 0

PROFILE 1 3.5 1 1
2 12 2 2
3 17 3 3
4 19 4 4

VWALL 1 15 0.008336 0.000133 2.1E+07 1.6 0.6 0.2 0

STRUT 1 0.7 0.02396 10 5 0 0 0 0
2 2.8 0.02396 10 5 0 0 0 0
3 5 0.02396 10 5 0 0 0 0
4 7.3 0.02396 10 5 0 0 0 0


SLAB 1 9.5 1 10 5
2 5.5 0.2 10 5
3 1.3 0.2 10 5

WALL 1 8 10 0.3 0
2 6 8 0.3 0
3 3.5 6 0.3 0
4 0 3.5 0.3 0

Division 0.1
Solution 0
Output 0

STEP 1 EXCAVATION TO 1.200
OUTPUT 0
ITERATION 10 0.1
RANKINE 1.0 0.0 30
SURCHARGE 1.0
GWL 3.0
EXCAVATION 1.200

STEP 2 EXCAVATION TO 3.300 AND CONST STRUT 1
CONST STRUT 1
GWL 3.0 3.300 1.0
EXCAVATION 3.300

STEP 3 EXCAVATION TO 5.500 AND CONST STRUT 2
CONST STRUT 2
GWL 3.0 5.500 1.0
EXCAVATION 5.500

STEP 4 EXCAVATION TO 7.800 AND CONST STRUT 3
CONST STRUT 3
GWL 4.8 7.800 1.0
EXCAVATION 7.800

STEP 5 EXCAVATION TO 10.000 AND CONST STRUT 4
CONST STRUT 4
GWL 7.0 10.0 1.0
EXCAVATION 10.00
INSERTION CHECK
GROUND SETTLEMENT

STEP 6 CONST SLAB 1
CONST SLAB 1
CONST WALL 1
GWL 7.0 10.0 1.0

STEP 7 REMOVE STRUT 4
REMOVE STRUT 4
CONST WALL 2
GWL 3.0 10.00 1.0

STEP 8 REMOVE STRUT 3 AND CONST SLAB 2
REMOVE STRUT 3
CONST SLAB 2
CONST WALL 3
GWL 3.0 10.0 1.0

STEP 9 REMOVE STRUT 1 2 AND CONST SLAB 3
REMOVE STRUT 2
remove strut 1
CONST WALL 4
CONST SLAB 3
GWL 3.0 10.0 1.0

STEP 10 LONG TREM CHECK


END