Design Miniproject2. A 1.0-m square, 0.5-m deep footing carries a downward load of 200 kN. It is underlain by an overconsolidated clay (OC case I) with the following engineering properties: Cc = 0.20, Cr = 0.05, e = 0.7, and  = 15 kN/m3 above the groundwater table and 16 kN/m3 below. The ground water table is at a depth of 1 m below the ground surface. a) Using the classical method, determine the total settlement of this footing.b) Design the required footing width to obtain a total settlement of no more than 25 mm. Select a width that is a multiple of 100 mm. Would it be practical to build such a footing considering the constraints? Design Miniproject2.A 1.0-m square, 0.5-m deep footing carries a downward load of200 kN. It is underlain by an overconsolidated clay (OC case I) with thefollowing engineering properties: Cc = 0.20, C₁ = 0.05, e = 0.7, and y = 15kN/m³ above the groundwater table and 16 kN/m³ below. The groundwater table is at a depth of 1 m below the ground surface.a) Using the classical method, determine the total settlement of thisfooting.b)Design the required footing width to obtain a total settlement of nomore than 25 mm. Select a width that is a multiple of 100 mm.Would it be practical to build such a footing considering theconstraints?

Summary of the problem and the solution:1. Effective Overburden Pressure (σ') Calculation: - For…

Answered: Design Miniproject2.A 1.0-m square,…

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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Design Miniproject2.

A 1.0-m square, 0.5-m deep footing carries a downward load of 200 kN. It is underlain by an overconsolidated clay (OC case I) with the following engineering properties: Cc = 0.20, Cr = 0.05, e = 0.7, and  = 15 kN/m3 above the groundwater table and 16 kN/m3 below. The ground water table is at a depth of 1 m below the ground surface.

a) Using the classical method, determine the total settlement of this footing.
b) Design the required footing width to obtain a total settlement of no more than 25 mm. Select a width that is a multiple of 100 mm. Would it be practical to build such a footing considering the constraints?