Formulario Certamen N°1

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  Ingeniería de Medios Granulares
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  CERTAMEN N°1 DIAMETRO DE STOKES    = √  18∆∙    DIAMETRO AREA PROYECTADA    = √ 4∙     DENSIDAD APARANTE NATURAL  =       DENSIDAD PARTÍCULA SÓLIDA    =       DENSIDAD APARENTE SECA    =       HUMEDAD  =       GRADO DE SATURACIÓN  =       DENSIDAD SATURADA    =    +      POROSIDAD  =       ÍNDICE DE POROS  =       FRACCIÓN DE COMPACTACIÓN ∅ =        COMPACIDAD RELATIVA  (%) =    −   −   ∙100   DEFORMACIÓN  = ∆    ANGULO DE DILATANCIA  = arctan (∆∆)   FUERZA TANGENCIAL    =    ∙ =  ∙tan (  )   RESISTENCIA POR ENTRABAMIENTO  =  ∙tan (   +  )   COEFICIENTE DE FRICCIÓN  =    ∅ = −∅∙tan (∙(∅−∅  ))  
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