Transcript
Page 1: Ana de Est Seudo Estatico-condi Fin Des Cor C-c

1.3231.3231.3231.323

35°

6.525

20.000

Material Name Color Unit Weight(kN/m3) Strength Type Cohesion

(kN/m2) Phi WaterSurface Ru

CAOLIN 17 Mohr-Coulomb 400 27.5 None 0

TOP SOIL 16 Mohr-Coulomb 10 29 None 0

DESMONTES 15 Mohr-Coulomb 9 28 None 0

Method: bishop simplifiedFactor of Safety: 1.323Center: 1217.486, 4025.945Radius: 13.462Left Slip Surface Endpoint: 1217.375, 4012.483Right Slip Surface Endpoint: 1228.954, 4018.895

0.21

Safety Factor0.0000.2500.5000.7501.0001.2501.5001.7502.0002.2502.5002.7503.0003.2503.5003.7504.0004.2504.5004.7505.0005.2505.5005.7506.000+

4035

4030

4025

4020

4015

4010

4005

1215 1220 1225 1230 1235

CIA MINERA SAYARUMI S.A.C ANALISIS DE ESTABILIDAD SEUDO ESTATICO-CONDICIONES FINALES DESMONTERA

CORTE C-C.slimESCALA:

1:150FECHA:

23/01/2016CONSULTORA: INGECON MIPERU

EXPEDIENTE TECNICO PARA INICIO/REINICIO DE ACTIVIDADES DEEXPLOTACION -PROYECTO FIORELLA

SLIDEINTERPRET 6.005

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