MEMORIA ESTABILIDAD DE TALUDES SITIO ANAHUAC

MEMORIA ESTABILIDAD DE TALUDES SITIO ANAHUAC

MEMORIA ESTABILIDAD DE TALUDES SITIO ANAHUAC
RELLENO SANITARIO ANAHUAC
17/03/2003
05:08:07 p.m.
1=METHOD 48=NO. OF SLIP SURFACES 3=NO. OF RADII 1=SIDE FUNCTION TYPE
SLIP XYITERATION
FACTOR OF SAFETY
NO. COORD. COORD. RADIUS NO. LAMBDA (MOMENT) (FORCE)
==============================================================================
1
3.750 15.497
4.247 1 0.0000 34.554 35.400
1
3.750 15.497
4.247 7 0.0000 34.584 33.958
2
3.750 15.497
4.747 1 0.0000 19.055 19.905
2
3.750 15.497
4.747 9 0.0000 19.111 18.538
3
3.750 15.497
5.247 1 0.0000 13.865 14.711
3
3.750 15.497
5.247 10 0.0000 13.944 13.423
4
5.500 15.497
4.247 1 0.0000 17.740 18.739
4
5.500 15.497
4.247 10 0.0000 17.813 17.194
5
5.500 15.497
4.747 1 0.0000 13.502 14.484
5
5.500 15.497
4.747 13 0.0000 13.601 13.075
6
5.500 15.497
5.247 1 0.0000 11.196 12.157
6
5.500 15.497
5.247 16 0.0000 11.316 10.870
7
7.250 15.497
4.247 1 0.0000 13.453 14.607
7
7.250 15.497
4.247 19 0.0000 13.575 13.103
8
7.250 15.497
4.747 1 0.0000 11.306 12.475
8
7.250 15.497
4.747 20 0.0000 11.458 999.000
9
7.250 15.497
5.247 1 0.0000 10.037 11.178
9
7.250 15.497
5.247 20 0.0000 10.219 999.000
10
9.000 15.497
4.247 1 0.0000 12.999 14.369
10
9.000 15.497
4.247 19 0.0000 13.210 12.435
11
9.000 15.497
4.747 1 0.0000 11.959 13.285
11
9.000 15.497
4.747 20 0.0000 12.203 999.000
12
9.000 15.497
5.247 1 0.0000 11.184 12.483
12
9.000 15.497
5.247 20 0.0000 11.458 999.000
13
3.750 16.414
5.164 1 0.0000 30.504 31.199
13
3.750 16.414
5.164 7 0.0000 30.531 30.010
14
3.750 16.414
5.664 1 0.0000 17.599 18.304
14
3.750 16.414
5.664 8 0.0000 17.649 17.153
15
3.750 16.414
6.164 1 0.0000 12.942 13.652
15
3.750 16.414
6.164 9 0.0000 13.012 12.550
16
5.500 16.414
5.164 1 0.0000 16.306 17.114
16
5.500 16.414
5.164 9 0.0000 16.369 15.836
17
5.500 16.414
5.664 1 0.0000 12.486 13.292
17
5.500 16.414
5.664 10 0.0000 12.571 12.080
18
5.500 16.414
6.164 1 0.0000 10.373 11.174
18
5.500 16.414
6.164 12 0.0000 10.477 10.032
19
7.250 16.414
5.164 1 0.0000 12.164 13.174
19
7.250 16.414
5.164 11 0.0000 12.275 11.591
20
7.250 16.414
5.664 1 0.0000 10.507 11.474
20
7.250 16.414
5.664 12 0.0000 10.642
9.998
21
7.250 16.414
6.164 1 0.0000
9.485 10.419
21
7.250 16.414
6.164 12 0.0000
9.642
9.021
22
9.000 16.414
5.164 1 0.0000 12.467 13.566
22
9.000 16.414
5.164 11 0.0000 12.641 11.845
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
36
36
37
37
38
38
39
39
40
40
41
41
42
42
43
43
44
44
45
45
46
46
47
47
48
48
9.000
9.000
9.000
9.000
3.750
3.750
3.750
3.750
3.750
3.750
5.500
5.500
5.500
5.500
5.500
5.500
7.250
7.250
7.250
7.250
7.250
7.250
9.000
9.000
9.000
9.000
9.000
9.000
3.750
3.750
3.750
3.750
3.750
3.750
5.500
5.500
5.500
5.500
5.500
5.500
7.250
7.250
7.250
7.250
7.250
7.250
9.000
9.000
9.000
9.000
9.000
9.000
16.414
16.414
16.414
16.414
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
17.330
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
18.247
5.664
5.664
6.164
6.164
6.080
6.080
6.580
6.580
7.080
7.080
6.080
6.080
6.580
6.580
7.080
7.080
6.080
6.080
6.580
6.580
7.080
7.080
6.080
6.080
6.580
6.580
7.080
7.080
6.997
6.997
7.497
7.497
7.997
7.997
6.997
6.997
7.497
7.497
7.997
7.997
6.997
6.997
7.497
7.497
7.997
7.997
6.997
6.997
7.497
7.497
7.997
7.997
1
12
1
12
1
7
1
8
1
8
1
8
1
9
1
10
1
9
1
9
1
9
1
8
1
9
1
9
1
7
1
7
1
8
1
8
1
8
1
8
1
7
1
8
1
8
1
7
1
8
1
8
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
11.457 12.557
11.660 10.853
10.705 11.807
10.934 10.126
27.338 27.930
27.364 26.916
16.409 17.012
16.454 16.020
12.200 12.811
12.262 11.843
15.185 15.863
15.241 14.771
11.710 12.393
11.784 11.345
9.667 10.405
9.765
9.248
11.609 12.440
11.707 11.078
10.170 10.968
10.287
9.695
9.236 10.018
9.373
8.797
12.294 13.209
12.441 11.707
11.262 12.193
11.435 10.696
10.480 11.430
10.678
9.924
24.790 25.306
24.815 24.422
15.404 15.932
15.446 15.062
11.578 12.115
11.635 11.256
14.263 14.848
14.313 13.897
10.960 11.614
11.032 10.531
9.264
9.919
9.354
8.848
11.393 12.084
11.479 10.927
10.037 10.714
10.141
9.602
9.132
9.806
9.254
8.720
12.289 13.073
12.416 11.760
11.200 12.010
11.351 10.672
10.388 11.221
10.561
9.866
---------------------------------------| SUMMARY OF MINIMUM FACTORS OF SAFETY |
----------------------------------------
MOMENT EQUILIBRIUM: FELLENIUS OR ORDINARY METHOD
7.2500=X-COOR. 18.2470=Y-COOR.
7.9970=RADIUS
9.132=F.S.
MOMENT EQUILIBRIUM: BISHOP SIMPLIFIED METHOD
7.2500=X-COOR. 18.2470=Y-COOR.
7.9970=RADIUS
9.254=F.S.
FORCE EQUILIBRIUM: JANBU SIMPLIFIED METHOD (NO fo FACTOR)
7.2500=X-COOR. 18.2470=Y-COOR.
7.9970=RADIUS
8.720=F.S.
45=SLIP#
45=SLIP#
45=SLIP#
NORMAL TERMINATION OF SLOPE
RELLENO SANITARIO ANAHUAC
17/03/2003
05:08:07 p.m.
Center_X
Center_Y
Radius
Slip_Surface Method
==============================================================================
7.250000e+000 1.824700e+001 7.997000e+000
45
1
SL# X_Left
Y_L_Top
Y_L_Bottom X_Right
Y_R_Top
Y_R_Bottom Mid_Height
============================================================================================================
1 3.302442e+000 1.129223e+001 1.129223e+001 3.675058e+000 1.143804e+001 1.109355e+001 1.754026e-001
2 3.675058e+000 1.143804e+001 1.109355e+001 4.047675e+000 1.158385e+001 1.091917e+001 5.075045e-001
3 4.047675e+000 1.158385e+001 1.091917e+001 4.420291e+000 1.172966e+001 1.076738e+001 8.162117e-001
4 4.420291e+000 1.172966e+001 1.076738e+001 4.792907e+000 1.187546e+001 1.063683e+001 1.103038e+000
5 4.792907e+000 1.187546e+001 1.063683e+001 5.165524e+000 1.202127e+001 1.052645e+001 1.369191e+000
6 5.165524e+000 1.202127e+001 1.052645e+001 5.538140e+000 1.216708e+001 1.043537e+001 1.615634e+000
7 5.538140e+000 1.216708e+001 1.043537e+001 5.910756e+000 1.231289e+001 1.036294e+001 1.843122e+000
8 5.910756e+000 1.231289e+001 1.036294e+001 6.283372e+000 1.245869e+001 1.030863e+001 2.052242e+000
9 6.283372e+000 1.245869e+001 1.030863e+001 6.655989e+000 1.260450e+001 1.027209e+001 2.243436e+000
10 6.655989e+000 1.260450e+001 1.027209e+001 7.028605e+000 1.275031e+001 1.025307e+001 2.417005e+000
11 7.028605e+000 1.275031e+001 1.025307e+001 7.401221e+000 1.289612e+001 1.025143e+001 2.573135e+000
12 7.401221e+000 1.289612e+001 1.025143e+001 7.773838e+000 1.304192e+001 1.026718e+001 2.711894e+000
13 7.773838e+000 1.304192e+001 1.026718e+001 8.146454e+000 1.318773e+001 1.030040e+001 2.833235e+000
14 8.146454e+000 1.318773e+001 1.030040e+001 8.519070e+000 1.333354e+001 1.035134e+001 2.936996e+000
15 8.519070e+000 1.333354e+001 1.035134e+001 8.891685e+000 1.347935e+001 1.042032e+001 3.022895e+000
16 8.891685e+000 1.347935e+001 1.042032e+001 9.264301e+000 1.362515e+001 1.050784e+001 3.090521e+000
17 9.264301e+000 1.362515e+001 1.050784e+001 9.636917e+000 1.377096e+001 1.061453e+001 3.139317e+000
18 9.636917e+000 1.377096e+001 1.061453e+001 1.000953e+001 1.391677e+001 1.074120e+001 3.168557e+000
19 1.000953e+001 1.391677e+001 1.074120e+001 1.038215e+001 1.406258e+001 1.088890e+001 3.177323e+000
20 1.038215e+001 1.406258e+001 1.088890e+001 1.075476e+001 1.420838e+001 1.105891e+001 3.164458e+000
21 1.075476e+001 1.420838e+001 1.105891e+001 1.112738e+001 1.435419e+001 1.125286e+001 3.128510e+000
22 1.112738e+001 1.435419e+001 1.125286e+001 1.150000e+001 1.450000e+001 1.147282e+001 3.067652e+000
23 1.150000e+001 1.450000e+001 1.147282e+001 1.185186e+001 1.450000e+001 1.170675e+001 2.913568e+000
24 1.185186e+001 1.450000e+001 1.170675e+001 1.220371e+001 1.450000e+001 1.196904e+001 2.665862e+000
25 1.220371e+001 1.450000e+001 1.196904e+001 1.255557e+001 1.450000e+001 1.226344e+001 2.388048e+000
26 1.255557e+001 1.450000e+001 1.226344e+001 1.290742e+001 1.450000e+001 1.259496e+001 2.075821e+000
27 1.290742e+001 1.450000e+001 1.259496e+001 1.325928e+001 1.450000e+001 1.297058e+001 1.723288e+000
28 1.325928e+001 1.450000e+001 1.297058e+001 1.361113e+001 1.450000e+001 1.340056e+001 1.322050e+000
29 1.361113e+001 1.450000e+001 1.340056e+001 1.396299e+001 1.450000e+001 1.390099e+001 8.593931e-001
30 1.396299e+001 1.450000e+001 1.390099e+001 1.431484e+001 1.450000e+001 1.450000e+001 3.143873e-001
SL# L_Load_X L_Load_Y A_Load_X A_Load_Y P_Load_X P_Load_Y A_Modifier
==============================================================================================
1 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
2 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
3 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
4 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
5 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
6 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
7 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
8 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
9 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
10 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
11 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
12 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
13 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
14 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
15 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
16 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
17 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
18 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
19 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
20 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 1.0000e+000
21
22
23
24
25
26
27
28
29
30
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
0.0000e+000
1.0000e+000
1.0000e+000
1.0000e+000
1.0000e+000
1.0000e+000
1.0000e+000
1.0000e+000
1.0000e+000
1.0000e+000
1.0000e+000
SL# Weight
Pore_Water Alpha
Force Fn. Seismic_F Seismic_Y Pore_Air Phi_B
===========================================================================================================
1 3.2679e-002 0.0000e+000 -2.8067e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
2 9.4552e-002 0.0000e+000 -2.5080e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
3 1.5207e-001 0.0000e+000 -2.2164e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
4 2.0550e-001 0.0000e+000 -1.9308e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
5 2.5509e-001 0.0000e+000 -1.6501e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
6 3.0101e-001 0.0000e+000 -1.3735e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
7 3.4339e-001 0.0000e+000 -1.1001e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
8 3.8235e-001 0.0000e+000 -8.2916e+000 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
9 4.1797e-001 0.0000e+000 -5.6011e+000 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
10 4.5031e-001 0.0000e+000 -2.9231e+000 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
11 4.7940e-001 0.0000e+000 -2.5149e-001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
12 5.0525e-001 0.0000e+000 2.4198e+000 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
13 5.2785e-001 0.0000e+000 5.0960e+000 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
14 5.4719e-001 0.0000e+000 7.7837e+000 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
15 5.6319e-001 0.0000e+000 1.0489e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
16 5.7579e-001 0.0000e+000 1.3218e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
17 5.8488e-001 0.0000e+000 1.5978e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
18 5.9033e-001 0.0000e+000 1.8776e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
19 5.9196e-001 0.0000e+000 2.1622e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
20 5.8956e-001 0.0000e+000 2.4526e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
21 5.8287e-001 0.0000e+000 2.7498e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
22 5.7153e-001 0.0000e+000 3.0553e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
23 5.1258e-001 0.0000e+000 3.3617e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
24 4.6900e-001 0.0000e+000 3.6703e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
25 4.2012e-001 0.0000e+000 3.9919e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
26 3.6519e-001 0.0000e+000 4.3295e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
27 3.0317e-001 0.0000e+000 4.6871e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
28 2.3259e-001 0.0000e+000 5.0706e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
29 1.5119e-001 0.0000e+000 5.4889e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
30 5.5309e-002 0.0000e+000 5.9570e+001 1.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000 0.0000e+000
Ordinary_Method_Fm= 9.132 Applied_Lambda= 0.0000
SL# Normal_M ShearMob Phi_Angle Cohesion
=================================================================================
1 2.8836e-002 8.5940e-002 1.5000e+001 1.8400e+000
2 8.5638e-002 8.5415e-002 1.5000e+001 1.8400e+000
3 1.4083e-001 8.5209e-002 1.5000e+001 1.8400e+000
4 1.9395e-001 8.5251e-002 1.5000e+001 1.8400e+000
5 2.4458e-001 8.5487e-002 1.5000e+001 1.8400e+000
6 2.9240e-001 8.5875e-002 1.5000e+001 1.8400e+000
7 3.3708e-001 8.6381e-002 1.5000e+001 1.8400e+000
8 3.7835e-001 8.6980e-002 1.5000e+001 1.8400e+000
9 4.1597e-001 8.7650e-002 1.5000e+001 1.8400e+000
10 4.4972e-001 8.8378e-002 1.5000e+001 1.8400e+000
11 4.7939e-001 8.9152e-002 1.5000e+001 1.8400e+000
12 5.0480e-001 8.9963e-002 1.5000e+001 1.8400e+000
13 5.2577e-001 9.0810e-002 1.5000e+001 1.8400e+000
14 5.4214e-001 9.1690e-002 1.5000e+001 1.8400e+000
15 5.5378e-001 9.2610e-002 1.5000e+001 1.8400e+000
16 5.6054e-001 9.3575e-002 1.5000e+001 1.8400e+000
17 5.6229e-001 9.4601e-002 1.5000e+001 1.8400e+000
18 5.5891e-001 9.5705e-002 1.5000e+001 1.8400e+000
19 5.5031e-001 9.6916e-002 1.5000e+001 1.8400e+000
20 5.3637e-001 9.8270e-002 1.5000e+001 1.8400e+000
21 5.1702e-001 9.9820e-002 1.5000e+001 1.8400e+000
22 4.9218e-001 1.0164e-001 1.5000e+001 1.8400e+000
23 4.2685e-001 9.7667e-002 1.5000e+001 1.8400e+000
24 3.7602e-001 9.9470e-002 1.5000e+001 1.8400e+000
25 3.2221e-001 1.0190e-001 1.5000e+001 1.8400e+000
26 2.6580e-001 1.0522e-001 1.5000e+001 1.8400e+000
27 2.0726e-001 1.0980e-001 1.5000e+001 1.8400e+000
28 1.4730e-001 1.1629e-001 1.5000e+001 1.8400e+000
29 8.6960e-002 1.2584e-001 1.5000e+001 1.8400e+000
30 2.8013e-002 1.4084e-001 1.5000e+001 1.8400e+000
Bishop_Method_Fm= 9.254
SL# Normal_M ShearMob
Applied_Lambda= 0.0000
Phi_Angle Cohesion SideLeft
ShearLeft
SideRight
ShearRight
===========================================================================================================
1 8.3090e-002 8.6377e-002 1.5000e+001 1.8400e+000 0.0000e+000 0.0000e+000 -1.2138e-001 0.0000e+000
2 1.4464e-001 8.5997e-002 1.5000e+001 1.8400e+000 1.2138e-001 0.0000e+000 -2.6645e-001 0.0000e+000
3 1.9914e-001 8.5774e-002 1.5000e+001 1.8400e+000 2.6645e-001 0.0000e+000 -4.2673e-001 0.0000e+000
4 2.4777e-001 8.5685e-002 1.5000e+001 1.8400e+000 4.2673e-001 0.0000e+000 -5.9510e-001 0.0000e+000
5 2.9144e-001 8.5717e-002 1.5000e+001 1.8400e+000 5.9510e-001 0.0000e+000 -7.6554e-001 0.0000e+000
6 3.3085e-001 8.5856e-002 1.5000e+001 1.8400e+000 7.6554e-001 0.0000e+000 -9.3290e-001 0.0000e+000
7 3.6655e-001 8.6095e-002 1.5000e+001 1.8400e+000 9.3290e-001 0.0000e+000 -1.0927e+000 0.0000e+000
8 3.9898e-001 8.6430e-002 1.5000e+001 1.8400e+000 1.0927e+000 0.0000e+000 -1.2411e+000 0.0000e+000
9 4.2849e-001 8.6857e-002 1.5000e+001 1.8400e+000 1.2411e+000 0.0000e+000 -1.3747e+000 0.0000e+000
10 4.5536e-001 8.7376e-002 1.5000e+001 1.8400e+000 1.3747e+000 0.0000e+000 -1.4905e+000 0.0000e+000
11 4.7979e-001 8.7987e-002 1.5000e+001 1.8400e+000 1.4905e+000 0.0000e+000 -1.5859e+000 0.0000e+000
12 5.0195e-001 8.8694e-002 1.5000e+001 1.8400e+000 1.5859e+000 0.0000e+000 -1.6587e+000 0.0000e+000
13 5.2197e-001 8.9502e-002 1.5000e+001 1.8400e+000 1.6587e+000 0.0000e+000 -1.7069e+000 0.0000e+000
14 5.3992e-001 9.0417e-002 1.5000e+001 1.8400e+000 1.7069e+000 0.0000e+000 -1.7289e+000 0.0000e+000
15 5.5583e-001 9.1448e-002 1.5000e+001 1.8400e+000 1.7289e+000 0.0000e+000 -1.7232e+000 0.0000e+000
16 5.6971e-001 9.2607e-002 1.5000e+001 1.8400e+000 1.7232e+000 0.0000e+000 -1.6888e+000 0.0000e+000
17 5.8149e-001 9.3909e-002 1.5000e+001 1.8400e+000 1.6888e+000 0.0000e+000 -1.6249e+000 0.0000e+000
18 5.9109e-001 9.5375e-002 1.5000e+001 1.8400e+000 1.6249e+000 0.0000e+000 -1.5310e+000 0.0000e+000
19 5.9831e-001 9.7028e-002 1.5000e+001 1.8400e+000 1.5310e+000 0.0000e+000 -1.4070e+000 0.0000e+000
20 6.0291e-001 9.8901e-002 1.5000e+001 1.8400e+000 1.4070e+000 0.0000e+000 -1.2532e+000 0.0000e+000
21 6.0451e-001 1.0104e-001 1.5000e+001 1.8400e+000 1.2532e+000 0.0000e+000 -1.0706e+000 0.0000e+000
22 6.0258e-001 1.0349e-001 1.5000e+001 1.8400e+000 1.0706e+000 0.0000e+000 -8.6060e-001 0.0000e+000
23 5.4909e-001 9.9919e-002 1.5000e+001 1.8400e+000 8.6060e-001 0.0000e+000 -6.4700e-001 0.0000e+000
24 5.0893e-001 1.0201e-001 1.5000e+001 1.8400e+000 6.4700e-001 0.0000e+000 -4.3222e-001 0.0000e+000
25 4.6030e-001 1.0456e-001 1.5000e+001 1.8400e+000 4.3222e-001 0.0000e+000 -2.2518e-001 0.0000e+000
26 4.0026e-001 1.0772e-001 1.5000e+001 1.8400e+000 2.2518e-001 0.0000e+000 -3.7938e-002 0.0000e+000
27 3.2418e-001 1.1174e-001 1.5000e+001 1.8400e+000 3.7938e-002 0.0000e+000 1.1253e-001 0.0000e+000
28 2.2430e-001 1.1699e-001 1.5000e+001 1.8400e+000 -1.1253e-001 0.0000e+000 2.0105e-001 0.0000e+000
29 8.6274e-002 1.2416e-001 1.5000e+001 1.8400e+000 -2.0105e-001 0.0000e+000 1.8743e-001 0.0000e+000
30 -1.2011e-001 1.3470e-001 1.5000e+001 1.8400e+000 -1.8743e-001 0.0000e+000 4.9174e-007 0.0000e+000
Janbu_Method_Ff= 8.720
Applied_Lambda= 0.0000
SL# Normal_F ShearMob Phi_Angle Cohesion SideLeft ShearLeft SideRight ShearRight
===========================================================================================================
1 8.5926e-002 9.1753e-002 1.5000e+001 1.8400e+000 0.0000e+000 0.0000e+000 -1.2138e-001 0.0000e+000
2 1.4711e-001 9.1339e-002 1.5000e+001 1.8400e+000 1.2138e-001 0.0000e+000 -2.6645e-001 0.0000e+000
3 2.0128e-001 9.1092e-002 1.5000e+001 1.8400e+000 2.6645e-001 0.0000e+000 -4.2673e-001 0.0000e+000
4 2.4961e-001 9.0989e-002 1.5000e+001 1.8400e+000 4.2673e-001 0.0000e+000 -5.9510e-001 0.0000e+000
5 2.9299e-001 9.1013e-002 1.5000e+001 1.8400e+000 5.9510e-001 0.0000e+000 -7.6554e-001 0.0000e+000
6 3.3213e-001 9.1152e-002 1.5000e+001 1.8400e+000 7.6554e-001 0.0000e+000 -9.3290e-001 0.0000e+000
7 3.6757e-001 9.1398e-002 1.5000e+001 1.8400e+000 9.3290e-001 0.0000e+000 -1.0927e+000 0.0000e+000
8 3.9975e-001 9.1746e-002 1.5000e+001 1.8400e+000 1.0927e+000 0.0000e+000 -1.2411e+000 0.0000e+000
9 4.2901e-001 9.2191e-002 1.5000e+001 1.8400e+000 1.2411e+000 0.0000e+000 -1.3747e+000 0.0000e+000
10 4.5563e-001 9.2734e-002 1.5000e+001 1.8400e+000 1.3747e+000 0.0000e+000 -1.4905e+000 0.0000e+000
11 4.7981e-001 9.3376e-002 1.5000e+001 1.8400e+000 1.4905e+000 0.0000e+000 -1.5859e+000 0.0000e+000
12 5.0172e-001 9.4119e-002 1.5000e+001 1.8400e+000 1.5859e+000 0.0000e+000 -1.6587e+000 0.0000e+000
13 5.2149e-001 9.4968e-002 1.5000e+001 1.8400e+000 1.6587e+000 0.0000e+000 -1.7069e+000 0.0000e+000
14 5.3917e-001 9.5930e-002 1.5000e+001 1.8400e+000 1.7069e+000 0.0000e+000 -1.7289e+000 0.0000e+000
15 5.5481e-001 9.7016e-002 1.5000e+001 1.8400e+000 1.7289e+000 0.0000e+000 -1.7232e+000 0.0000e+000
16 5.6840e-001 9.8237e-002 1.5000e+001 1.8400e+000 1.7232e+000 0.0000e+000 -1.6888e+000 0.0000e+000
17 5.7988e-001 9.9610e-002 1.5000e+001 1.8400e+000 1.6888e+000 0.0000e+000 -1.6249e+000 0.0000e+000
18 5.8914e-001 1.0116e-001 1.5000e+001 1.8400e+000 1.6249e+000 0.0000e+000 -1.5310e+000 0.0000e+000
19 5.9601e-001 1.0290e-001 1.5000e+001 1.8400e+000 1.5310e+000 0.0000e+000 -1.4070e+000 0.0000e+000
20 6.0021e-001 1.0487e-001 1.5000e+001 1.8400e+000 1.4070e+000 0.0000e+000 -1.2532e+000 0.0000e+000
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26 3.9428e-001 1.1414e-001 1.5000e+001 1.8400e+000 2.2518e-001 0.0000e+000 -3.7938e-002 0.0000e+000
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28 2.1595e-001 1.2389e-001 1.5000e+001 1.8400e+000 -1.1253e-001 0.0000e+000 2.0105e-001 0.0000e+000
29 7.6025e-002 1.3145e-001 1.5000e+001 1.8400e+000 -2.0105e-001 0.0000e+000 1.8743e-001 0.0000e+000
30 -1.3331e-001 1.4254e-001 1.5000e+001 1.8400e+000 -1.8743e-001 0.0000e+000 4.9174e-007 0.0000e+000
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TITLE
RELLENO SANITARIO ANAHUAC
17/04/2003
05:09:52 p.m.
ANALYSIS
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SISMOS
REBANADA
ANCHO (m)
ALTURA (m)
PESO(KN)
C
f (°)
a (°)
b (°)
RADIO
CEF SISMICO
LONGITUD
BASE
N
C'+N tanf
A1
A3
1
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0.026
7
0.37
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1.84
15.00
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18.43
8.00
0.10
0.38
0.34
0.79
-0.07
0.030
8
0.37
2.05
0.38
1.84
15.00
-8.26
18.43
8.00
0.10
0.38
0.38
0.79
-0.05
0.033
9
0.37
2.24
0.42
1.84
15.00
-5.60
18.43
8.00
0.10
0.37
0.42
0.80
-0.04
0.036
10
0.37
2.42
0.45
1.84
15.00
-2.92
18.43
8.00
0.10
0.37
0.45
0.81
-0.02
0.038
11
0.37
2.57
0.48
1.84
15.00
-0.25
18.43
8.00
0.10
0.37
0.48
0.81
0.00
0.040
12
0.37
2.71
0.51
1.84
15.00
2.42
18.43
8.00
0.10
0.37
0.50
0.82
0.02
0.042
13
0.37
2.83
0.53
1.84
15.00
5.09
18.43
8.00
0.10
0.37
0.52
0.83
0.05
0.043
14
0.37
2.94
0.55
1.84
15.00
7.78
18.43
8.00
0.10
0.38
0.54
0.84
0.07
0.044
15
0.37
3.02
0.56
1.84
15.00
10.49
18.43
8.00
0.10
0.38
0.55
0.84
0.10
0.045
16
0.37
3.14
0.58
1.84
15.00
15.98
18.43
8.00
0.10
0.39
0.55
0.86
0.16
0.045
17
0.37
3.17
0.59
1.84
15.00
18.78
18.43
8.00
0.10
0.39
0.55
0.87
0.19
0.044
18
0.37
3.18
0.59
1.84
15.00
21.62
18.43
8.00
0.10
0.40
0.54
0.88
0.22
0.043
19
0.37
3.11
0.58
1.84
15.00
19.85
18.43
8.00
0.10
0.40
0.54
0.87
0.20
0.043
20
0.37
3.16
0.59
1.84
15.00
24.53
18.43
8.00
0.10
0.41
0.52
0.89
0.24
0.043
21
0.37
3.13
0.58
1.84
15.00
27.50
18.43
8.00
0.10
0.42
0.50
0.91
0.27
0.042
22
0.37
3.07
0.57
1.84
15.00
30.55
18.43
8.00
0.10
0.43
0.48
0.92
0.29
0.041
23
0.35
2.91
0.51
1.84
15.00
33.62
0.00
8.00
0.10
0.42
0.41
0.89
0.28
0.036
24
0.35
2.67
0.47
1.84
15.00
36.70
0.00
8.00
0.10
0.44
0.36
0.90
0.28
0.033
25
0.35
2.39
0.42
1.84
15.00
39.92
0.00
8.00
0.10
0.46
0.31
0.93
0.27
0.029
26
0.35
2.08
0.37
1.84
15.00
43.30
0.00
8.00
0.10
0.48
0.25
0.96
0.25
0.025
27
0.35
1.72
0.30
1.84
15.00
46.87
0.00
8.00
0.10
0.51
0.20
1.00
0.22
0.020
28
0.35
1.32
0.23
1.84
15.00
50.71
0.00
8.00
0.10
0.56
0.14
1.06
0.18
0.015
29
0.35
0.86
0.15
1.84
15.00
54.89
0.00
8.00
0.10
0.61
0.08
1.15
0.12
0.009
30
0.35
0.31
0.06
1.84
15.00
59.57
0.00
8.00
0.10
0.69
0.03
1.29
0.05
0.003
PV 0.5 KN/M3
FS = 6.82
9.132
C 1.84 KN/M2
2.31
f (°) 15°
DATOS DE LOS
SLICE
f sismicidad 0.1
1
ANCHO
(m)
0.3726
1.84
15
-28.067
18.43
7.997
CEF
SISMICO
0.1
2
0.3726
0.5075
0.0945
1.84
15
-25.079
18.43
7.997
0.1
3
0.3726
0.8162
0.1521
1.84
15
-22.164
18.43
7.997
0.1
4
0.3726
1.103
0.2055
1.84
15
-19.308
18.43
7.997
0.1
5
0.3726
1.3692
0.2551
1.84
15
-16.501
18.43
7.997
0.1
6
0.3726
1.6156
0.3010
1.84
15
-13.736
18.43
7.997
0.1
7
0.3726
1.8431
0.3434
1.84
15
-11.000
18.43
7.997
0.1
8
0.3726
2.0522
0.3823
1.84
15
-8.263
18.43
7.997
0.1
SLICE
ALTURA
PESO(KN)
(m)
0.1754
0.0327
C
f (°)
a (°)
b (°)
RADIO
9
0.3726
2.2434
0.4179
1.84
15
-5.600
18.43
7.997
0.1
10
0.3726
2.4170
0.4503
1.84
15
-2.922
18.43
7.997
0.1
11
0.3726
2.5731
0.4794
1.84
15
-0.252
18.43
7.997
0.1
12
0.3726
2.7119
0.5052
1.84
15
2.421
18.43
7.997
0.1
13
0.3726
2.8332
0.5278
1.84
15
5.095
18.43
7.997
0.1
14
0.3726
2.9370
0.5472
1.84
15
7.785
18.43
7.997
0.1
15
0.3726
3.0229
0.5632
1.84
15
10.488
18.43
7.997
0.1
16
0.3726
3.1393
0.5849
1.84
15
15.978
18.43
7.997
0.1
17
0.3726
3.1686
0.5903
1.84
15
18.776
18.43
7.997
0.1
18
0.3726
3.1773
0.5919
1.84
15
21.622
18.43
7.997
0.1
19
0.3726
3.1139
0.5801
1.84
15
19.852
18.43
7.997
0.1
20
0.3726
3.1645
0.5895
1.84
15
24.526
18.43
7.997
0.1
21
0.3726
3.1285
0.5828
1.84
15
27.497
18.43
7.997
0.1
22
0.3726
3.0677
0.5715
1.84
15
30.554
18.43
7.997
0.1
23
0.3519
2.9136
0.5126
1.84
15
33.617
0
7.997
0.1
24
0.3519
2.6659
0.4690
1.84
15
36.703
0
7.997
0.1
25
0.3519
2.3880
0.4201
1.84
15
39.919
0
7.997
0.1
26
0.3519
2.0758
0.3652
1.84
15
43.296
0
7.997
0.1
27
0.3519
1.7233
0.3032
1.84
15
46.871
0
7.997
0.1
28
0.3519
1.3220
0.2326
1.84
15
50.707
0
7.997
0.1
29
0.3519
0.8593
0.1512
1.84
15
54.888
0
7.997
0.1
30
0.3519
0.3144
0.0553
1.84
15
59.571
0
7.997
0.1
SLICE
LONGITUD
BASE
N
C'+N tanf
A1
A3
1.0000
0.4223
0.0296
0.7849
-0.0154
0.0028
2.0000
0.4114
0.0876
0.7804
-0.0401
0.0083
3.0000
0.4023
0.1437
0.7788
-0.0574
0.0133
4.0000
0.3948
0.1973
0.7793
-0.0679
0.0180
5.0000
0.3886
0.2482
0.7815
-0.0725
0.0223
6.0000
0.3836
0.2960
0.7851
-0.0715
0.0262
7.0000
0.3796
0.3403
0.7896
-0.0655
0.0297
SLICE
LONGITUD
BASE
N
C'+N tanf
A1
A3
8.0000
0.3765
0.3811
0.7949
-0.0549
0.0329
9.0000
0.3744
0.4180
0.8009
-0.0408
0.0357
10.0000
0.3731
0.4508
0.8073
-0.0230
0.0382
11.0000
0.3726
0.4795
0.8141
-0.0021
0.0402
12.0000
0.3729
0.5037
0.8212
0.0213
0.0419
13.0000
0.3741
0.5234
0.8285
0.0469
0.0432
14.0000
0.3761
0.5384
0.8362
0.0741
0.0442
15.0000
0.3789
0.5486
0.8442
0.1025
0.0447
16.0000
0.3876
0.5542
0.8616
0.1610
0.0447
17.0000
0.3935
0.5494
0.8713
0.1900
0.0442
18.0000
0.4008
0.5394
0.8820
0.2181
0.0434
19.0000
0.3961
0.5358
0.8725
0.1970
0.0434
20.0000
0.4096
0.5241
0.8940
0.2447
0.0429
21.0000
0.4201
0.5035
0.9078
0.2691
0.0420
22.0000
0.4327
0.4776
0.9241
0.2905
0.0407
23.0000
0.4225
0.4127
0.8880
0.2838
0.0360
24.0000
0.4389
0.3620
0.9045
0.2803
0.0325
25.0000
0.4588
0.3087
0.9269
0.2696
0.0287
26.0000
0.4834
0.2533
0.9574
0.2504
0.0246
27.0000
0.5147
0.1962
0.9996
0.2213
0.0201
28.0000
0.5556
0.1383
1.0593
0.1800
0.0147
29.0000
0.6117
0.0808
1.1472
0.1237
0.0087
30.0000
0.6947
0.0256
1.2851
0.0477
0.0028
COEF SISMICIDAD
FS
0.5
3.51
0.4
4.00
0.3
4.64
0.2
5.52
0.1
6.82
0.05
7.93
0
8.92
FACTOR DE
SEGURIDAD
10.00
8.00
6.00
4.00
2.00
0.00
0.5
0.4
0.3
0.2
0.1
0.05
FACTOR SISMICIDAD
0
1
Factor of Safety
9.564 Factor of Safety
Phi Angle
15 Phi Angle
C (Strength)
1.84 C (Strength)
C (Force)
0.78067 C (Force)
Pore Water
Pore Water
0
Pressure
Pressure
Pore Water
Pore Water
0
Force
Force
Pore Air
Pore Air
0
Pressure
Pressure
Pore Air Force
0 Pore Air Force
Slice Width
0.36066 Slice Width
Mid-Height
0.17798 Mid-Height
Base Length
0.42428 Base Length
Base Angle
31.782 Base Angle
Polygon Closure
Polygon Closure
0.0088613
Error
Error
Anisotropic
Anisotropic
Strength
1
Strength Modifier
Modifier
Weight
0.032096 Weight
Base Shear
Base Shear
0.084152
Force
Force
Base Normal
Base Normal
0.089895
Force
Force
Right Side
Left Side Normal
0.12659
Normal Force
Force
Right Side
Normal Force
2
9.564
15
1.84
0.75577
BISHOP METHOD
3
4
5
9.564
9.564
9.564
15
15
15
1.84
1.84
1.84
0.73521
0.71816
0.70409
6
9.564
15
1.84
0.69255
7
9.564
15
1.84
0.68323
8
9.564
15
1.84
0.6759
9
9.564
15
1.84
0.67038
10
9.564
15
1.84
0.66654
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.36066
0.51311
0.41074
28.589
0
0.36066
0.82257
0.39957
25.494
0
0.36066
1.1084
0.39031
22.474
0
0.36066
1.3722
0.38266
19.52
0
0.36066
1.6153
0.37639
16.62
0
0.36066
1.8387
0.37132
13.762
0
0.36066
2.043
0.36734
10.939
0
0.36066
2.2291
0.36434
8.143
0
0.36066
2.3973
0.36225
5.3662
0.0083935 0.0071298 0.0075084 0.0087462 0.0082087 0.0090335 0.0097755 0.0083556 0.0088382
1
1
1
1
1
1
1
1
1
0.09253
0.14834
0.19988
0.24746
0.29129
0.33157
0.36843
0.40198
0.4323
0.083253
0.082585
0.082107
0.081791
0.081616
0.081566
0.08163
0.081802
0.082077
0.15075
0.20371
0.25028
0.29154
0.32835
0.36134
0.39102
0.41778
0.44191
0.12659
0.2792
0.44854
0.62699
0.80823
0.98696
1.1587
1.3194
1.466
0.2792
0.44854
0.62699
0.80823
0.98696
1.1587
1.3194
1.466
1.5954
11
12
13
14
15
16
17
18
19
20
Factor of Safety
9.564
9.564
9.564
9.564
9.564
9.564
9.564
9.564
9.564
9.564
Phi Angle
15
15
15
15
15
15
15
15
15
15
C (Strength)
1.84
1.84
1.84
1.84
1.84
1.84
1.84
1.84
1.84
1.84
C (Force)
0.6643
0.66362
0.66448
0.66689
0.67091
0.67664
0.68418
0.69374
0.70555
0.71993
Pore Water
0
0
0
0
0
0
0
0
0
0
Pressure
Pore Water
0
0
0
0
0
0
0
0
0
0
Force
Pore Air
0
0
0
0
0
0
0
0
0
0
Pressure
Pore Air Force
0
0
0
0
0
0
0
0
0
0
Slice Width
0.36066
0.36066
0.36066
0.36066
0.36066
0.36066
0.36066
0.36066
0.36066
0.36066
Mid-Height
2.5478
2.681
2.7967
2.8951
2.9758
3.0386
3.083
3.1084
3.1139
3.0986
Base Length
0.36103
0.36066
0.36113
0.36244
0.36463
0.36774
0.37184
0.37703
0.38345
0.39127
Base Angle
2.6023
0.1559
2.9144
5.6795
8.458
11.257
14.083
16.945
19.852
22.812
Polygon Closure
0.0092734 0.0072519 0.0075651 0.0078312 0.0053664 0.0082194 0.0083396 0.0084081 0.0084701 0.0085175
Error
Anisotropic
Strength
1
1
1
1
1
1
1
1
1
1
Modifier
Weight
0.45945
0.48346
0.50434
0.52208
0.53664
0.54796
0.55597
0.56054
0.56154
0.55877
Base Shear
0.082453 0.082929 0.083509 0.084197 0.084999 0.085926 0.086989 0.088205 0.089595 0.091189
Force
Base Normal
0.46367
0.48324
0.50074
0.51628
0.5299
0.54161
0.55137
0.55911
0.56467
0.56783
Force
Left Side Normal
1.5954
1.7052
1.7932
1.8576
1.8968
1.9095
1.8948
1.8518
1.7803
1.68
Force
Right Side
1.7052
1.7932
1.8576
1.8968
1.9095
1.8948
1.8518
1.7803
1.68
1.5514
Normal Force
21
Factor of Safety
Phi Angle
C (Strength)
C (Force)
Pore Water
Pressure
Pore Water
Force
Pore Air
Pressure
Pore Air Force
Slice Width
Mid-Height
Base Length
Base Angle
Polygon Closure
Error
Anisotropic
Strength
Modifier
Weight
Base Shear
Force
Base Normal
Force
Left Side Normal
Force
Right Side
Normal Force
9.564
15
1.84
0.73733
22
9.564
15
1.84
0.75836
23
9.564
15
1.84
0.78379
24
9.564
15
1.84
0.81483
25
9.564
15
1.84
0.85311
26
9.564
15
1.84
0.90123
27
9.564
15
1.84
1.0881
28
9.564
15
1.84
1.1974
29
9.564
15
1.84
1.3616
30
9.564
15
1.84
1.6445
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.36066
3.0611
0.40072
25.838
0
0.36067
2.9997
0.41215
28.945
0
0.36066
2.9124
0.42598
32.149
0
0.36066
2.7965
0.44284
35.47
0
0.36066
2.6484
0.46364
38.933
0
0.36067
2.4633
0.4898
42.577
0
0.40547
2.1482
0.59133
46.71
0
0.40548
1.6813
0.65074
51.457
0
0.40547
1.1226
0.73999
56.774
0
0.40548
0.42751
0.89374
63.019
0.014207
0.011311
0.013974
0.013689
0.010598
0.012592
0.014985
0.016947
1
1
1
1
1
1
1
1
0.55201
0.54094
0.5252
0.5043
0.47759
0.4442
0.43551
0.34086
0.093021
0.095143
0.09762
0.10055
0.10406
0.10835
0.12778
0.13578
0.14773
0.16814
0.56828
0.56554
0.55896
0.54757
0.5299
0.50368
0.49949
0.3766
0.18983
0.13923
1.5514
1.3953
1.213
1.0069
0.78028
0.53817
0.28806
0.0258
0.16827
0.22667
1.3953
1.213
1.0069
0.78028
0.53817
0.28806
0.0258
0.16827
0.22667
0.019346 0.028334
1
1
0.2276 0.086673