= 1.5 m in a soil with [5] The base of a square footing with 2 m wide rests at a depth Df parameters y = 19 kN/m³, ysat = 20 kN/m³, c = 20 kPa, = 30°. Using the unit weight of water 9.8 kN/m³, determine the ultimate bearing capacity of the soil under the following conditions. Y'w = 1) The water table is located deep enough and does not affect the bearing capacity of the soil. 2) The water table rises up to 1 m below the ground surface 3) The water table stays at the base of the foundation Note that the ultimate bearing capacity of square foundation can be basically estimated by Eq. (4), using the bearing capacity factors given below, where is in radians: Square foundation: qu = 1.3cN+yDN₁ +0.4yBN, 3π EXP [(2 4-6) 414] exp tan 1-sin N = (N-1) cot N₁ = (N₁ -1) tan (1.46) where Na Eq. (4)

= 1.5 m in a soil with [5] The base of a square footing with 2 m wide rests at a depth Df parameters y = 19 kN/m³, ysat = 20 kN/m³, c = 20 kPa, = 30°. Using the unit weight of water 9.8 kN/m³, determine the ultimate bearing capacity of the soil under the following conditions. Y'w = 1) The water table is located deep enough and does not affect the bearing capacity of the soil. 2) The water table rises up to 1 m below the ground surface 3) The water table stays at the base of the foundation Note that the ultimate bearing capacity of square foundation can be basically estimated by Eq. (4), using the bearing capacity factors given below, where is in radians: Square foundation: qu = 1.3cN+yDN₁ +0.4yBN, 3π EXP [(2 4-6) 414] exp tan 1-sin N = (N-1) cot N₁ = (N₁ -1) tan (1.46) where Na Eq. (4)

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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