TTE296

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

ANEXO 2: Fallamiento plano F11 - Ubicación de estructuras

ID

Sondaje

Norte

Este

Cota

Dip

DipDirection M. aparente Talud

Dip

DipDirection

1 2 3 4 5 6 7 8 9

DGS-1364

13067.4 18636.1 13023.4 18469.9 13202.8 18345.3 13106.5 18411.9 13106.3 18412.6 13100.0 18383.2 13100.0 18383.3 13100.0 18383.9 13100.0 18384.3 13100.0 18384.4 13202.6 18348.2 13100.3 18997.6 13102.0 18851.9 13051.3 18844.6 12994.8 18916.8 12649.0 18953.1 12490.3 18894.2 12492.6 18886.4 13553.3 18490.2 13453.7 18474.9 13453.5 18477.3 13551.5 18589.9 13453.6 18476.4 13553.3 18490.2 13553.1 18578.2 13553.0 18578.8 13552.7 18580.6

2494.6 2542.2 2640.7 2594.1 2596.3 2622.9 2623.4 2625.3 2626.5 2626.8 2649.3 2681.6 2546.6 2543.6 2557.2 2550.6 2504.8 2528.1 2625.4 2597.4 2602.5 2663.0 2600.6 2625.4 2629.7 2631.3 2636.6

49.6 57.3 52.8 46.6 39.4 46.2 44.2 44.5 44.0 34.4 30.6 42.5 54.9 59.4 63.7 60.4 50.0 65.4 55.5 42.7 51.2 45.2 59.1 55.5 50.3 54.6 52.8

99.2 92.1

49.3 57.2 51.1 46.5 45.9 44.2 44.4 29.1 41.7 54.6 59.3 62.9 60.3 49.2 65.1 55.3 42.6 44.8 58.9 55.3 50.3 53.7 52.2 39 42 33 51

2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 5 5 3 3 3 3 3 3 3 3 3

75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75

91 91 91 91 91 91 91 91 91 91 91

DGT-24

DGS-1555 DGS-1548 DGS-1548 DGS-1540 DGS-1540 DGS-1540 DGS-1540 DGS-1540 DGS-1555 DGS-1648 DGS-1523 DGS-1522 DGS-1526 DGS-1149 DGS-1195 DGS-1195 DGS-1609 DGS-1557 DGS-1557 DGS-1603 DGS-1557 DGS-1609 DGS-1603 DGS-1603 DGS-1603

110.8

89.4 81.0 82.3 94.2 88.4

111.7 109.5

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

71.2

234.0 228.4 216.6 204.9 224.5 248.0 250.9 107.1 109.1 108.2 106.1 107.1 107.1 114.3 100.6 103.1

220 220 220 220 220 261 261 115 115 115 115 115 115 115 115 115

127