TTE296

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

ANEXO 3: Fallamiento en cuña F11 - Ubicación de estructuras

ID

Sondaje

Norte

Este

Cota

Dip

DipDirection Talud

Dip

DipDirection

1

DGS-1617

11250.07 17986.26 2592.7 11250.1 17985.21 2589.1 12208 17760.27 2542.5 12208.22 17759.16 2539.6 12145.15 17579.66 2565.5 11639.31 18113.27 2363.6 11638.43 18119.51 2345.2 12103.42 17900.31 2454.9 12103.36 17902.56 2462.1 12102.78 17910.35 2486.1 12102.78 17910.41 2486.3 11552.65 18334.97 2440.5 11552.71 18332.85 2433.1 12145.18 17579.5 2565.9

56.4 44.4 56.1 86.9 54.4 68.9 64.7 41.4 65.3 62.1 44.6 55.5 89.2 68.0

63.3 23.1

1 1 7 7 7 7 9 9 9 9 9 9

65 65 65 65 65 65 65 65 65 65 65 65 65 65

56 56

2

DGS-1228

196.2

137 137 137 137

89.0 82.6

3

DGS-1420

205.8

4

DGS-1132

58.8

93 93 93 93 93 93

157.8

5

DGS-1185

35.2

141.9

6

DGS-1185

47.9

136.9

7

DGS-1138

48.7

11 11

128 128

176.2

129