Question

A square footing foundation is required lo carry a columa load of $100 \mathrm{kN}$ (inclading the weight of the foundation). The footing will be installed close to the ground surface on a uaiform clay soil having an undrained shear strength (cobesion) equal to $45 \mathrm{kPa}$. Assume that the angle of internal friction is zero. The water table is deep. The soil rigidity index is 9. Apply the exlended bearing capacity equation with a factor of safety of 3 to determine the required size foundation.

   A square footing foundation is required lo carry a columa load of $100 \mathrm{kN}$ (inclading the weight of the foundation). The footing will be installed close to the ground surface on a uaiform clay soil having an undrained shear strength (cobesion) equal to $45 \mathrm{kPa}$. Assume that the angle of internal friction is zero. The water table is deep. The soil rigidity index is 9. Apply the exlended bearing capacity equation with a factor of safety of 3 to determine the required size foundation.
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Essentials of soil mechanics and foundations : basic geotechnics
Essentials of soil mechanics and foundations : basic geotechnics
David F. McCarthy 7th Edition
Chapter 14, Problem 10 ↓

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Step 1: Identify the given parameters: - Column load, \( Q = 100 \, \text{kN} \) - Undrained shear strength (cohesion), \( c = 45 \, \text{kPa} \) - Angle of internal friction, \( \phi = 0^\circ \) - Factor of safety, \( FS = 3 \) - Soil rigidity index,  Show more…

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A square footing foundation is required lo carry a columa load of $100 \mathrm{kN}$ (inclading the weight of the foundation). The footing will be installed close to the ground surface on a uaiform clay soil having an undrained shear strength (cobesion) equal to $45 \mathrm{kPa}$. Assume that the angle of internal friction is zero. The water table is deep. The soil rigidity index is 9. Apply the exlended bearing capacity equation with a factor of safety of 3 to determine the required size foundation.
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Key Concepts

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Footing Design
Footing design involves selecting the appropriate size, shape, and depth of a foundation element to safely transfer structural loads to the soil. This process requires understanding the interaction between the applied loads, soil properties, and environmental conditions to prevent excessive settlement or failure, ensuring the stability and longevity of the entire structure.
Cohesion and Undrained Shear Strength
In soils, especially clays, cohesion refers to the component of shear strength that enables the soil to stick together and resist deformation under load in undrained conditions. The undrained shear strength (often directly equated to cohesion in these cases) is crucial in assessing the bearing capacity of clays, as it provides the resistance against shear failure when water content is high or drainage is limited.
Factor of Safety
The factor of safety (FS) is a design parameter that provides a margin of error by dividing the ultimate load capacity by the applied load. It helps ensure that the foundation and structure remain safe under uncertainties such as material variability, load estimation errors, and unforeseen conditions. In foundation design, incorporating an appropriate factor of safety is vital for long-term structural stability.
Bearing Capacity
Bearing capacity is the measure of soil's ability to support the loads applied by a structure, particularly through a foundation. It describes the maximum load per unit area that the soil can safely carry without undergoing shear failure or excessive settlement, making it a critical concept in geotechnical engineering and foundation design.
Extended Bearing Capacity Equation
The extended bearing capacity equation is a modified version of the classical bearing capacity formula that incorporates additional factors such as cohesion (or undrained shear strength), geometry of the footing, and other influencing factors. This equation is used to determine the ultimate load-carrying capacity of the soil under various conditions and is essential for accurate foundation design.

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A square foundation is 2m x 2m in plan. The soil supporting the foundation has a friction angle of ϕ = 25° and C = 20 kN/m². The unit weight of this soil, γ = 16.5 kN/m³. Determine the allowable load on the foundation if the factor of safety (FS) is 3. Assume that the depth of the foundation Df = 1.5 m , and that general shear failure occurs in the soil. (use Terzaghi equation).

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