TTE296

ANÁLISIS DE INESTABILIDADES CON CONTROL ESTRUCTUAL PARA FASES 11 Y 12, DIVISIÓN GABRIELA MISTRAL, CODELCO, CHILE.

Volumen perdido (m 3 /m) Pérdida de berma (m)

ID

F.S 1.1 0.8 1.2 0.8 0.8 0.8 0.9 0.8 0.8 1.7 1.9 0.8 0.8 0.8 0.8 0.8 0.9 1.1 7.0 0.8 0.8 0.6 0.6 0.9 0.8 1.0 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.8 0.8 1.1 0.7 1.7 1.0

Peso perdido (MN/m)

1 2 3 4 5 6 7 8 9

1.4 1.2 1.4 1.5 1.6 1.6 1.9 0.6 0.6 0.6 0.6 1.5 1.9 1.7 2.1 1.4 0.9 0.6 1.1 1.6 0.4 1.7 0.4 1.6 1.6 1.0 1.6 1.6 1.8 1.3 1.5 0.5 0.7 0.6 1.5 1.1

51.1 43.6 50.2 55.0 58.9 58.5 68.6 20.3 22.9 22.9 22.9 56.6 69.9 62.0 76.6 51.1 34.5 21.4 41.8 57.8 14.9 63.2 13.8 56.9 57.7 35.1 58.1 60.0 64.4 47.1 53.2 18.7 26.6 20.9 55.5 39.3

10.3

5.8

10.3

7.3 7.8 7.8

10.3

2.7 3.0

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41

3.0 3.0 7.5 9.3 8.3

10.3 10.3

4.6 2.9 2.6 4.7 2.0 8.4 1.8 7.6 7.7 4.7 7.7 8.0 8.6 6.3 7.1 2.5 3.5 2.8

10.3

5.2

0.4

13.0

1.7

93