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Chapter 15, Problem 15.31P
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### Principles of Geotechnical Enginee...

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

#### Solutions

Chapter
Section
BuyFindarrow_forward

### Principles of Geotechnical Enginee...

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

# Refer to the slope in Problem 15.30. Using Spencer’s method (Figure 15.36), determine: a. The location of the center of the critical circle b. The length of the radius of the critical circle 15.30 The following parameters are given for a slope with steady-state seepage. Slope angle: 2H: l V,  ϕ′ = 24°, c′ = 42 kN/m2,  γ = 19.3 kN/m3, H = 14 m, and ru = 0.5. Determine the factor of safety, Fs, using Spencer’s solution (Figure 15.35).

(a)

To determine

Find the location of the center of the critical circle.

Explanation

Given information:

The inclination of the slope is 2H:1V.

The height (H) is 14 m.

The unit weight γ is 19.3kN/m3.

To soil friction angle ϕ is 24°.

The cohesion c value is 42kN/m2.

The non-dimensional quantity ru is 0.5.

Calculation:

Determine the inclination angle using the formula.

β=tan1(yx)

Substitute 1 for y and 1 for x.

β=tan1(12)=26.56°

Determine the value of γHtanϕc.

Substitute 19.3kN/m3 for γ, 14 m for H, 24° for ϕ, and 42kN/m2 for c

(b)

To determine

Find the length of the radius of the critical circle.

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