Question

A heavy machine is to be provided with a temporary concrete pad foundation that needs to have a length twice the width. The foundation will be installed close to the ground surface on a clay soil; undrained shear tests indicate that the colesion is 2,500 psf. The soil rigidity index is 75. The machine weighs $1,200 \mathrm{kips}$. To have a factor of safety of 3, what size foundation should be constructed?

   A heavy machine is to be provided with a temporary concrete pad foundation that needs to have a length twice the width. The foundation will be installed close to the ground surface on a clay soil; undrained shear tests indicate that the colesion is 2,500 psf. The soil rigidity index is 75. The machine weighs $1,200 \mathrm{kips}$. To have a factor of safety of 3, what size foundation should be constructed?
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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 20 ↓

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Bearing capacity = cohesion x safety factor Bearing capacity = 2,500 psf x 3 Bearing capacity = 7,500 psf  Show more…

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A heavy machine is to be provided with a temporary concrete pad foundation that needs to have a length twice the width. The foundation will be installed close to the ground surface on a clay soil; undrained shear tests indicate that the colesion is 2,500 psf. The soil rigidity index is 75. The machine weighs $1,200 \mathrm{kips}$. To have a factor of safety of 3, what size foundation should be constructed?
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Key Concepts

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Factor of Safety
The factor of safety is a design parameter used to ensure that structures or components have a margin of strength over the expected loads. In foundation design, it reduces the allowable load by a specific factor so that the actual load remains well below the failure limit, providing assurance against uncertainties in material properties and construction practices.
Allowable Soil Bearing Capacity
This concept refers to the maximum pressure that the soil can support without failure. It is determined through soil tests and considers various soil properties such as cohesion and friction angle. In designs involving clay soils, the cohesion and undrained shear strength are crucial in defining the soil’s ability to carry loads safely.
Load Distribution
Load distribution is the principle of spreading applied loads over a larger area to reduce the pressure on the soil. In foundation engineering, increasing the foundation area lowers the stress beneath the structure, ensuring that the pressure does not exceed the soil’s bearing capacity. This concept is key in designing foundations for heavy loads.
Geometric Constraints in Foundation Design
Geometric constraints involve the specific shape and size requirements imposed on a foundation, which can affect load distribution and overall stability. Requirements like having a length that is twice the width are important considerations that need to be integrated into the design calculations to achieve the desired performance.
Undrained Shear Strength in Clays
Undrained shear strength is a measure of a clay’s resistance to shear under conditions where drainage is not permitted. This property is critical when assessing clay soils for foundation design, as it directly influences the soil’s bearing capacity and how the load is transferred to the underlying strata.

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An existing building is suffering from cracks in the exterior walls. The investigating engineer wants to ensure that the foundations are not overloaded. The existing columns carry dead live load of 45,000 pounds. The footings are 3 ft 6 in. x 3 ft 6 in. x 1 ft 6 in. thick and rest on sandy soil. The soils report estimates the allowable soil bearing pressure to be 2500 psf. What would be the smallest area for a safe footings are adequate to carry the load?

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