Question

A strip footing foundation $1 \mathrm{~m}$ wide is coestructed in the slope of a hill whose surface inclination is $20^{\circ}$. The scil in the hill is a dense sand, with a usit weight of $19 \mathrm{kN} / \mathrm{m}^3$ and an angle of internal friction of $40^{\circ}$. Assume that the $D N B$ ratio is about 1. Applying a factor of safety of 3. determine the wall looding the foundation can carry, per meter of footing length.

   A strip footing foundation $1 \mathrm{~m}$ wide is coestructed in the slope of a hill whose surface inclination is $20^{\circ}$. The scil in the hill is a dense sand, with a usit weight of $19 \mathrm{kN} / \mathrm{m}^3$ and an angle of internal friction of $40^{\circ}$. Assume that the $D N B$ ratio is about 1. Applying a factor of safety of 3. determine the wall looding the foundation can carry, per meter of footing length.
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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 27 ↓

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Given: Unit weight of soil, γ = 19 kN/m^3 Depth of soil above the footing, h = 1 m Vertical stress due to self-weight, σ_self_weight = γ * h = 19 kN/m^3 * 1 m = 19 kN/m^2  Show more…

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A strip footing foundation $1 \mathrm{~m}$ wide is coestructed in the slope of a hill whose surface inclination is $20^{\circ}$. The scil in the hill is a dense sand, with a usit weight of $19 \mathrm{kN} / \mathrm{m}^3$ and an angle of internal friction of $40^{\circ}$. Assume that the $D N B$ ratio is about 1. Applying a factor of safety of 3. determine the wall looding the foundation can carry, per meter of footing length.
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Key Concepts

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Soil Properties (Unit Weight and Angle of Internal Friction)
The unit weight and angle of internal friction are fundamental soil properties that influence its strength and stability. Unit weight affects the gravitational forces acting on the soil mass, while the angle of internal friction indicates the shear strength, which is crucial for determining the soil’s resistance to sliding and failure under loading.
Dimensionless DNB Ratio
The dimensionless DNB ratio is a key parameter in foundation analysis that relates the embedment depth to the footing width, among other factors. It helps in simplifying complex soil-structure interaction problems by normalizing variables, thereby enabling more universal application of bearing capacity theories and design equations.
Factor of Safety
A factor of safety (FOS) is an engineering tool used to provide a design margin over the theoretical failure load to account for uncertainties in material properties, loading conditions, and modeling assumptions. By reducing the ultimate bearing capacity through a chosen FOS, engineers ensure that the design remains reliable under variable operating conditions.
Bearing Capacity of Soils
Bearing capacity refers to the maximum load per unit area that a soil can sustain without experiencing shear failure or significant settlement. Understanding and computing the ultimate bearing capacity of soils, using parameters like unit weight and friction angle, is critical in foundation design to ensure that the applied loads do not exceed the limits of the soil’s resistance.
Slope Effects on Foundations
The presence of a slope or inclined ground surface affects the stress distribution below a foundation and can alter the bearing capacity of the soil. Analyzing foundations on slopes requires accounting for the change in the effective weight of the soil, potential sliding issues, and the geometric complications introduced by the inclined plane, which can influence both the stability and the load-bearing capacity.
Strip Footing Foundation
A strip footing is a continuous and elongated foundation that supports structures by distributing loads along a linear area. Its design and performance depend on soil conditions and geometric properties, and it is typically used when the load is spread over a longer distance, making its analysis central to geotechnical design problems.

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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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