ex7.dat

边坡稳定上限解程序EMU

CST spillway slope
0,0,0,1,0,0
-15,0,1,0,0,0
1.0,0,0,0,1,1,1
43
1,0,2.5
2,18,2.5
3,18,13
4,21.5,13
5,21.5,21
6,25,21
7,25,28.8
8,28,28.8
9,33,40.8
10,36,40.8
11,41.5,53
12,44,53
13,47.5,65.3
14,49.5,65.3
15,53,74
16,85,75
17,54.5,76.8
18,58.5,76.8
19,61.5,82.5
20,90,84
21,65,89.5
22,67,89.5
23,71.5,101.2
24,74,101.2
25,80.5,112
26,85,114
27,87.5,118
28,91.5,100
29,91.5,124.5
30,65,41.5
31,18,12
32,75,14
33,13,2.5
34,13,5.2
35,15,5.2
36,17,16.7
37,18,16.7
38,19.5,28.7
39,21.5,13.7
40,75,15.5
41,16.3,12.5
42,18,12.5
43,55,14
7
1,25,5.5,1.99,2.10,-1
2,27,6.5,2.19,2.33,-1
3,35,20,2.54,2.60,-1
4,35,20,2.6,2.68,-1
5,38,30,2.46,2.52,-1
6,18,1,1.99,2.1,-1
7,43,50,2.4,2.4,-1
4
3,17,30,2500
4,17,30,2500
5,17,35,2500
7,17,40,5000
0.15
0.15
0.15
0.15
0.15
0.15
0.15
41,0
1,2,5
2,31,5
31,32,5
31,3,6
3,4,6
4,39,6
39,40,6
39,5,1
5,6,1
6,7,1
7,8,1
8,9,1
9,10,1
10,30,1
10,11,2
11,12,2
12,13,2
13,14,2
14,15,2
15,16,2
15,17,3
17,18,3
18,19,3
19,20,3
19,21,4
21,22,4
22,23,4
23,24,4
24,25,4
25,26,4
26,27,4
27,28,4
27,29,4
33,34,7
34,35,7
35,36,7
36,37,7
37,38,7
38,7,7
41,42,7
42,43,6
0,4,2
46,60,35,10,75
38,46,35,10,75
53,72.5,35,10,75
61.5,82.5,35,10,75
0,36,40.8,36,5,264,0
0,49.5,65.3,49.5,13,166,0
4,2,0
1,16.3,12.5,0,0,0
5,25,12.78,-11,2.3,0
15,50,40,-1,0,0
25,67,86,0,0,0
0,0
2
1,15,2
16,25,5