Question

A 6 m deep slope is going to be excavated in a deep soil deposit. The geometry of the slope is shown in
the following figure. Assume. The soil has the following properties:
t = 20 kN/m3, cu = 20 kPa,  = 5o
Water table is well below the toe of the embankment.
(a) Calculate the slope batter angle, , for which slope failure would occur.
(b) Assume a slope batter angle of  ranging from 40o to 60o with an incremental step of 2.5o.
Accordingly, determine the factor of safety for this slope.
(c) Plot the factor of safety against the slope batter angle.
(d) If the water table raises to a level 2 m above the toe of the slope, discuss any possible effect that this
water table may have on the factors of safety calculated in part (b).
NOTE: Taylor’s charts may be used in this question.

Q5 (An excel file should be submitted to GE.Assignments@gmail.com) A 6 m deep slope is going to be excavated in a deep soil deposit. The geometry of the slope is shown in the following figure. Assume. The soil has the following properties: Y 20 kN/m c,-20 kPa, φ 5° Water table is well below the toe of the embankment. (a) Calculate the slope batter angle, a, for which slope failure would occur. (b) Assume a slope batter angle of α ranging from 40° to 60 with an incremental step of 29. Accordingly, determine the factor of safety for this slope. (c) Plot the factor of safety against the slope batter angle. (d)If the water table raises to a level 2 m above the toe of the slope, discuss any possible effect that this water table may have on the factors of safety calculated in part (b). NOTE: Taylors charts may be used in this question. 6m ot

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Answer #1

on tan芦 0 tan 3 hit ane FOS = 0.8 구 an x Fos +2 0.42 0

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