   Chapter 14, Problem 14.13P Principles of Geotechnical Enginee...

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

Solutions

Chapter
Section Principles of Geotechnical Enginee...

9th Edition
Braja M. Das + 1 other
ISBN: 9781305970939
Textbook Problem

Repeat Problem 14.12 with the following data: H = 18 ft, naH = 5.4 ft, ϕ ′ = 20 ° , δ ′ = 10 ° , γ = 125 lb/ft3, and c′ = 225 lb/ft2. Assume c ′ a c ′ = tan δ ′ tan ϕ ′ .14.12 A braced wall is shown in Figure 14.20. Given: H = 7 m, naH = 2.8 m, ϕ ′ = 30 ° , δ ′ = 20 ° , γ = 18 kN/m3, and c′ = 0. Determine the active thrust, Pa, on the wall using the general wedge theory. Figure 14.20

To determine

Find the active thrust Pa on the wall using the general wedge theory.

Explanation

Given information:

The height (H) of the retaining wall is 18 ft.

The soil friction angle ϕ is 20°.

The angle of wall friction δ is 10°.

The point of application of the active thrust na is 5.4 ft.

The unit weight γ of the granular backfill is 125lb/ft3.

The cohesion c is 225lb/ft2.

Take ratio of soil –wall interfall adhesion to the cohesion cac as tanδtanϕ.

Calculation:

Determine the triangle pressure distribution na using the relation.

H=naH

Substitute 18 ft for H and 5.4 ft for naH.

18=na(5.4)na=5.418na=0.30

Determine the ratio of cγH.

Substitute 225lb/ft2 for c, 125lb/ft3 for γ, and 18 ft for H.

cγH=225125(18)=0

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