Question

A long footing. $1 \mathrm{~m}$ wide, has its base inclined $10^{\circ}$ from the horizontal. The footing bears on the surface of a soil for which drained shear tests show a cohesion of $24 \mathrm{kPa}$ and an angle of internal friction of $25^{\circ}$. The soil rigidity index value is 50 . What loud acting normal to the foundation base can be imposed if a factor of safety of 3 is used with the extended general bearing capacity equation?

   A long footing. $1 \mathrm{~m}$ wide, has its base inclined $10^{\circ}$ from the horizontal. The footing bears on the surface of a soil for which drained shear tests show a cohesion of $24 \mathrm{kPa}$ and an angle of internal friction of $25^{\circ}$. The soil rigidity index value is 50 . What loud acting normal to the foundation base can be imposed if a factor of safety of 3 is used with the extended general bearing capacity equation?
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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 24 ↓

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Given cohesion ($c$) = 24 kPa, angle of internal friction ($\phi$) = 25°, and soil rigidity index = 50. $c' = c \times (1 + 0.2 \times \sqrt{I})$ $c' = 24 \times (1 + 0.2 \times \sqrt{50})$ $c' = 24 \times (1 + 0.2 \times 7.07)$ $c' = 24 \times (1 + 1.414)$ $c' =  Show more…

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A long footing. $1 \mathrm{~m}$ wide, has its base inclined $10^{\circ}$ from the horizontal. The footing bears on the surface of a soil for which drained shear tests show a cohesion of $24 \mathrm{kPa}$ and an angle of internal friction of $25^{\circ}$. The soil rigidity index value is 50 . What loud acting normal to the foundation base can be imposed if a factor of safety of 3 is used with the extended general bearing capacity equation?
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Key Concepts

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Bearing Capacity
This is the maximum load per unit area that a soil can support without experiencing shear failure. It is a fundamental parameter in geotechnical engineering used to design safe and stable foundation systems.
Extended General Bearing Capacity Equation
This equation is a comprehensive tool used in geotechnical design to estimate the ultimate bearing capacity of shallow foundations. It incorporates not only the basic soil strength parameters but also adjustments for factors such as foundation geometry, load inclination, and other relevant influences, allowing for more accurate predictions of soil behavior under applied loads.
Factor of Safety
The factor of safety is a critical design parameter that provides a cushion against uncertainties in soil behavior, loading conditions, and construction practices. It is defined as the ratio of the ultimate capacity to the allowable capacity, ensuring that the foundation operates within safe limits under expected loading conditions.
Soil Strength Parameters
Key properties such as cohesion and the angle of internal friction determine the shear strength of soil. Cohesion represents the soil's inherent stickiness, while the friction angle reflects the soil’s resistance to sliding. Together, they are essential inputs for any bearing capacity analysis.
Foundation Geometry and Load Orientation
The shape, size, and inclination of a foundation significantly influence its load-bearing behavior. When a foundation is inclined or subjected to non-vertical loads, it becomes necessary to resolve the applied load into components, with the load acting normal to the foundation base being critical for design assessments.
Soil Rigidity Index
This index reflects the stiffness of the soil, which affects how the soil deforms under load. A higher rigidity index indicates a stiffer soil that may alter stress distribution beneath the foundation, thus influencing the overall bearing capacity and settlement performance.

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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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