ejercicios - fundaciones
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EJERCICIOS TIPO – 1ER EXAMEN UNIVERSIDAD AUTÓNOMA JUAN MISAEL SARACHO FUNDACIONES G-1 AUXILIAR : LUIS ALBERTO VICENTE CARI 1 1- Para un terreno blando con un espesor de 10 m determinar la presión distribuida a una profundidad de 6 m. por la hipótesis simple. Esfuerzo admisible del suelo: [tn/m 2 ] (a) Primero, calculamos x: Luego proyectamos Bo: Siendo el esfuerzo admisible del suelo, la aplicación de (a): Datos: Bo: 3m Q: 5 Tn/m ɣ: 30 º Bo Q ɣ 6m 30º = 6 = 3.464 = +2 ∗ =3+2 ∗ 3.464 = 9.928 = = 5 9.928 = 0.5036 / =
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