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PROJECT 환기구#3

SOIL 1 매립층
1.7 0.8 1 29 1300 0 0 0
2 풍화토(N<50)
1.9 1.0 2 31 2500 0 0 0
3 풍화토(N>=50)
2 1.1 3 33 3300 0 0 0
4 풍화암
2.1 1.2 5 35 5000 0 0 0
5 연암
2.5 1.6 15 37 7000 0 0 0
6 경암
2.7 1.8 80 42 10000 0 0 0

PROFILE 1 2.67 1 1
2 6.17 2 2
3 7.66 3 3
4 11.24 4 4
5 32.69 5 5
6 50.0 6 6

VWALL 1 41.782 0.01348 0.000215 2.1E+07 2 0.915 0.305 0

STRUT 1 0.8 0.02355 7.559 2 0 0 0 0
2 1.8 0.01348 7.559 2.5 30 0 0 0
3 8.0 0.01348 7.559 2.5 30 0 0 0
4 10.4 0.01348 7.559 2.5 5 0 0 0
5 12.2 0.01348 7.559 2.5 5 0 0 0
6 14.8 0.01348 7.559 2.5 5 0 0 0
7 21.0 0.01348 7.559 2.5 5 0 0 0
8 27.0 0.01348 7.559 2.5 5 0 0 0
9 33.2 0.01348 7.559 2.5 5 0 0 0


ANCHOR 1 3.8 0.0003948 30 15.6 2 30 0 0
2 5.9 0.0003948 30 14.7 2 30 0 0
3 17.0 0.00066 0 2.0 1 0 0 0
4 19.0 0.00066 0 2.0 1 0 0 0
5 23.2 0.00066 0 2.0 1 0 0 0
6 25.2 0.00066 0 2.0 1 0 0 0
7 29.2 0.00066 0 2.0 1 0 0 0
8 31.2 0.00066 0 2.0 1 0 0 0
9 35.4 0.00066 0 2.0 1 0 0 0
10 37.4 0.00066 0 2.0 1 0 0 0


Division 0.5
Solution 0
Output 1

STEP 1 EXCAVATION TO 1.3
ITERATION 10 0.01
GWL 3.0 3.0 0.7
SURCHARGE 1.0
LOAD 3.0 2.95 6.9 20.55 6.9
RANKINE 1.0 0.0 30
EXCAVATION 1.3

STEP 2 EXCAVATION TO 1.3 AND STRUT 1
GWL 3.0 3.0
CONST STRUT 1

STEP 3 EXCAVATION TO 2.3
GWL 3.0 3.0
EXCA 2.3

STEP 4 EXCAVATION TO 2.3 AND STRUT 2
GWL 3.0 3.0
CONST STRUT 2

STEP 5 EXCAVATION TO 4.3
GWL 3.0 4.3
EXCA 4.3

STEP 6 EXCAVATION TO 4.3 AND ANCHOR 1
GWL 3.0 4.3
CONST ANCHOR 1

STEP 7 EXCAVATION TO 6.4
GWL 3.4 6.4
EXCA 6.4

STEP 8 EXCAVATION TO 6.4 AND ANCHOR 2
GWL 3.4 6.4
CONST ANCHOR 2

STEP 9 EXCAVATION TO 8.5
GWL 5.5 8.5
EXCA 8.5

STEP 10 EXCAVATION TO 8.5 AND STRUT 3
GWL 5.5 8.5
CONST STRUT 3

STEP 11 EXCAVATION TO 10.9
GWL 7.9 10.9
EXCA 10.9

STEP 12 EXCAVATION TO 10.9 AND STRUT 4
GWL 7.9 10.9
CONST STRUT 4

STEP 13 EXCAVATION TO 12.7
GWL 9.7 12.7
EXCA 12.7

STEP 14 EXCAVATION TO 12.7 AND STRUT 5
GWL 9.7 12.7
CONST STRUT 5

STEP 15 EXCAVATION TO 15.3
GWL 12.3 15.3
EXCA 15.3

STEP 16 EXCAVATION TO 15.3 AND STRUT 6
GWL 12.3 15.3
CONST STRUT 6

STEP 17 EXCAVATION TO 17.5
GWL 14.5 17.5
EXCA 17.5

STEP 18 EXCAVATION TO 17.5 AND ANCHOR 3
GWL 14.5 17.5
CONST ANCHOR 3

STEP 19 EXCAVATION TO 19.5
GWL 16.5 19.5
EXCA 19.5

STEP 20 EXCAVATION TO 19.5 AND ANCHOR 4
GWL 16.5 19.5
CONST ANCHOR 4

STEP 21 EXCAVATION TO 21.5
GWL 18.5 21.5
EXCA 21.5

STEP 22 EXCAVATION TO 21.5 AND STRUT 7
GWL 18.5 21.5
CONST STRUT 7

STEP 23 EXCAVATION TO 23.7
GWL 20.7 23.7
EXCA 23.7

STEP 24 EXCAVATION TO 23.7 AND ANCHOR 5
GWL 20.7 23.7
CONST ANCHOR 5

STEP 25 EXCAVATION TO 25.7
GWL 22.7 25.7
EXCA 25.7

STEP 26 EXCAVATION TO 25.7 AND ANCHOR 6
GWL 22.7 25.7
CONST ANCHOR 6

STEP 27 EXCAVATION TO 27.5
GWL 24.5 27.5
EXCA 27.5

STEP 28 EXCAVATION TO 27.5 AND STRUT 8
GWL 24.5 27.5
CONST STRUT 8

STEP 29 EXCAVATION TO 29.7
GWL 26.7 29.7
EXCA 29.7

STEP 30 EXCAVATION TO 29.7 AND ANCHOR 7
GWL 26.7 29.7
CONST ANCHOR 7

STEP 31 EXCAVATION TO 31.7
GWL 28.7 31.7
EXCA 31.7

STEP 32 EXCAVATION TO 31.7 AND ANCHOR 8
GWL 28.7 31.7
CONST ANCHOR 8

STEP 33 EXCAVATION TO 33.7
GWL 30.7 33.7
EXCA 33.7

STEP 34 EXCAVATION TO 33.7 AND STRUT 9
GWL 30.7 33.7
CONST STRUT 9

STEP 35 EXCAVATION TO 35.9
GWL 32.9 35.9
EXCA 35.9

STEP 36 EXCAVATION TO 35.9 AND ANCHOR 9
GWL 32.9 35.9
CONST ANCHOR 9

STEP 37 EXCAVATION TO 38.1
GWL 35.1 38.1
EXCA 38.1

STEP 38 EXCAVATION TO 38.1 AND ANCHOR 10
GWL 35.1 38.1
CONST ANCHOR 10

STEP 39 EXCAVATION TO 39.782
GWL 36.782 39.782
EXCA 39.782
GROUND SETTLEMENT
INSERTION CHECK

STEP 40 PECK CHECK
PECK 0.455 0 0 48.67 0

END