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Redo Problem 16.4 using the modified general ultimate bearing capacity Eq. (16.31). 16.1 A continuous footing is shown in Figure 16.17. Using Terzaghi’s bearing capacity factors, determine the gross allowable load per unit area ( q all ) that the footing can carry. Assume general shear failure. Given: γ = 19 kN/m 3 , c ′ = 31kN/m 2 , ϕ ′ = 28 ° , D f = 1.5 m, B = 2 m, and factor of safety = 3.5. Figure 16.17 16.4 Redo Problem 16.1 with the following: γ = 16.5 kN/m 3 , c u = 41 kN/m 3 , ϕ ′ = 0 , D f = 1.5 m, and factor of safety = 5.

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Principles of Geotechnical Enginee...

9th Edition
Braja M. Das + 1 other
Publisher: Cengage Learning
ISBN: 9781305970939
BuyFind

Principles of Geotechnical Enginee...

9th Edition
Braja M. Das + 1 other
Publisher: Cengage Learning
ISBN: 9781305970939

Solutions

Chapter
Section
Chapter 16, Problem 16.8P
Textbook Problem

Redo Problem 16.4 using the modified general ultimate bearing capacity Eq. (16.31).

16.1 A continuous footing is shown in Figure 16.17. Using Terzaghi’s bearing capacity factors, determine the gross allowable load per unit area (qall) that the footing can carry. Assume general shear failure. Given: γ = 19 kN/m3, c′ = 31kN/m2, ϕ = 28 ° , Df = 1.5 m, B = 2 m, and factor of safety = 3.5.

Chapter 16, Problem 16.8P, Redo Problem 16.4 using the modified general ultimate bearing capacity Eq. (16.31). 16.1 A

Figure 16.17

16.4 Redo Problem 16.1 with the following: γ = 16.5 kN/m3, cu = 41 kN/m3, ϕ = 0 , Df = 1.5 m, and factor of safety = 5.

Expert Solution
To determine

Find the gross allowable load per unit area (qall) that the footing can carry using modified general ultimate bearing capacity.

Explanation of Solution

Given information:

The unit weight of the soil γ is 16.5kN/m3.

The value of uniformity coefficient cu is 41kN/m3.

The soil friction angle ϕ is 0°.

The depth of foundation Df is 1.5 m.

The width of footing B is 2 m.

The factor of safety Fs is 5.

Calculation:

Determine the depth factor λcd using the relation.

λcd=1+0.4(DfB)

Substitute 1.5 m for Df and 2 m for B.

λcd=1+0.4(1.52)=1.3

Determine the depth factor λqd using the relation.

λqd=1+2tanϕ(1sinϕ)2(DfB)

Substitute 0° for ϕ, 1.5 m for Df, and 2 m for B.

λqd=1+2tan0°(1sin0°)2(1.52)=1.0

Determine the ultimate bearing capacity of the soil (qu) using the relation.

qu=cuNcλcsλcdλci+qNqλqsλqdλqi+12γBNγλγsλγdλγi=cuNcλcsλcdλci+γDfNqλqsλqdλqi+12γBNγλγsλγdλγi (1)

Here, λcs,λqs,andλγs are the shape factors, Nc is the contribution of cohesion, λci,λqi,andλγi are the inclination factors, Nq is the contribution of surcharge, and Nγ is the contribution of unit weight of soil

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