Ana de Est Seudo Estatico-condi Fin Des Cor C-c

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    12-Jul-2016

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ANALISIS

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  • 1.3231.3231.3231.323

    35

    6.525

    20.000

    Material Name Color Unit Weight(kN/m3) Strength TypeCohesion(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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