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project 환기구 #4



soiL 1 매립층

7.500 1.800 0.900 0 28.8 1523 -1

2 풍화토

13.200 2.000 1.100 2 32 2712 -1

3 풍화암

23.500 2.100 1.200 10 30 3090 -1

4 연암

26.300 2.400 1.500 15 37 6500 -1

5 경암

50.000 2.600 1.700 40 42 10000



vwall 1 14.300 0.039836 0.000567 21000000 1.0 1

2 39.310 0.013480 0.000215 21000000 1.80 0.915





strut 1 0.9 0.01348 17.018 3 0

2 3.0 0.01348 17.018 3 5

3 5.5 0.01348 17.018 3 5

4 8.0 0.01348 17.018 3 10

5 10.6 0.01348 17.018 3 10

6 13.4 0.01348 17.018 3 10

7 16.2 0.01348 17.018 3 10

8 19.0 0.01348 17.018 3 10

9 22.1 0.01348 17.018 3 5

10 24.9 0.01348 17.018 3 5

11 26.9 0.01348 17.018 3 5

12 32.9 0.01348 17.018 3 10



anchor 1 28.9 0.0010134 15 4 1.800 10

2 30.9 0.0010134 15 4 1.800 10

3 34.9 0.0010134 15 4 1.800 10

4 36.9 0.0010134 15 4 1.800 10



division 0.1

output 1

*

step 1 excavation 1.500

output 1.0

surcharge 1.500

iteration 100 0.1

excavation 1.500

rankine 1.000 0.0 60

water pressure 9.200 0.000 13.200 2.800 37.810 0.000



step 2 strut 1 and excavati 3.500

const strut 1

excavation 3.500



step 3 strut 2 and excavati 6.000

const strut 2

excavation 6.000



step 4 strut 3 and excavati 8.500

const strut 3

excavation 8.500



step 5 strut 4 and excavati 11.100

const strut 4

excavation 11.100



step 6 strut 5 and excavati 13.900

const strut 5

excavation 13.900



step 7 strut 6 and excavati 16.700

const strut 6

excavation 16.700



step 8 strut 7 and excavati 19.500

const strut 7

excavation 19.500



step 9 strut 8 and excavati 22.600

const strut 8

excavation 22.600



step 10 strut 9 and excavati 25.400

const strut 9

excavation 25.400



step 11 strut 10 and excavati 27.400

const strut 10

excavation 27.400



step 12 strut 11 and excavati 29.400

const strut 11

excavation 29.400



step 13 anchor 1 and excavati 31.400

const anchor 1

excavation 31.400



step 14 anchor 2 and excavati 33.400

const anchor 2

excavation 33.400



step 15 strut 9 and excavati 25.400

const strut 12

excavation 35.400



step 16 anchor 3 and excavati 37.400

const anchor 3

excavation 37.400



step 17 anchor 4 and excavati 37.810

const anchor 4

excavation 37.810

insertion check

ground settlement



step 18 PECK CHECK

peck 0.650 0.2 0









END



김정민 wrote: