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Fuerzas producidas en un punto dentro de la masa del suelo debidas al peso del suelo y a las presiones del agua
DOI:
https://doi.org/10.15446/ing.investig.n25.20719Keywords:
Fuerza de la gravedad, Fuerza de infiltración, Gradiente hidráúlico, Peso unitario total, Peso unitario sumergido, Fuerzas períféricas del agua, Esfuerzo efectivo normal, Esfuerzo cortante (es)Force of gravity, Force of infiltration, Hydraulic gradient, Total unit weight, Submerged unit weight, Peripheral forces of water, Effective stress (en)
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Buena parte de la labor del ingeniero de suelos radica en la evaluación de las reacciones en ciertos puntos de la masa de suelo. Esas reacciones, esfuerzo efectivo normal y esfuerzo cortante, son el producto de las fuerzas de cuerpo que afectan los puntos en cuestión. Se presentan en el artículo los dos métodos de evaluación de esas reacciones: el método del peso unitario total y de las fuerzas periféricas del agua y el método del peso unitario sumergido y la fuerza de infiltración.
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Copyright (c) 1991 Félix Hernández Rodríguez
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