E-2.- 4.5 m 5 m €= 0.7, S=0.85. w= 28% Muestre la distribución del esfuerzo total, el esfuerzo efectivo y la presión de poros con la profundidad para el perfil del suelo mostrado en la Figura P7.12. Despreciar la acción capilar y la presión de poro del aire. FIGURE P7.12 E-3.- Si el agua del subsuelo en el problema E-2 ocurre: (a) subiera a la superficie, (b) subiera 2 m por encima de la superficie, y (c) descendería rápidamente de 2 m sobre la superficie a 1 m por debajo de su nivel actual, determine y trazar las distribuciones de los esfuerzos verticales efectivas, totales y la presión de poro con la profundidad.

E-2.- 4.5 m 5 m €= 0.7, S=0.85. w= 28% Muestre la distribución del esfuerzo total, el esfuerzo efectivo y la presión de poros con la profundidad para el perfil del suelo mostrado en la Figura P7.12. Despreciar la acción capilar y la presión de poro del aire. FIGURE P7.12 E-3.- Si el agua del subsuelo en el problema E-2 ocurre: (a) subiera a la superficie, (b) subiera 2 m por encima de la superficie, y (c) descendería rápidamente de 2 m sobre la superficie a 1 m por debajo de su nivel actual, determine y trazar las distribuciones de los esfuerzos verticales efectivas, totales y la presión de poro con la profundidad.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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