H. W. SMITH and N. ICHIYEN.pdf

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📌 Balance Computacional de Smith e Ichiyen: De acuerdo con el método desarrollado por Smith e Ichiyen, se define la función objetivo J que debe ser minimizada para obtener una solución óptima al ajuste del balance de materiales, esto se puede resolver por métodos de gradiente de primer orden (Gauss-Newton) o segundo orden (NewtonRaphson). Para facilitar el trabajo de métodos numéricos se usa la hoja de cálculo utilizando la herramienta Solver.

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Paso 1: Plantear la hipótesis de normalidad H0: Los datos siguen una distribución normal H1: Los datos no siguen una distribución normal Paso 2: Nivel de significancia NC: 0.95 α : 0.05 (Margen de error) Paso 3: Prueba de normalidad ✔ Si n > 50 se aplica Kolmogorov – Smirnov ✔ Si n ≤ 50 se aplica Shapiro - Wilk Paso 4: Estadístico de prueba ✔ Si p-valor < 0.05 se rechaza la H0 ✔ Si p-valor ≥ 0.05 se acepta la H0 y se rechaza la H1

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📌 El Criterio de Rotura Generalizado de Hoek-Brown se utiliza para estimar la resistencia del macizo rocoso a partir de los parámetros mb, s y a. Estos parámetros se obtienen mediante los siguientes datos: ✔ La resistencia a la compresión no confinada de la roca intacta, sigci. ✔ El parámetro de la roca intacta, mi. ✔ El índice de resistencia geológica, GSI. ✔ El factor de perturbación, D. 🏷 En el caso de la roca intacta, los parámetros característicos se representan de la siguiente manera: mi, s = 1 y a = 0.5. ✍

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