Civil Engineering > GATE 2018 SET-2 > Geotechnical Engineering
A 3 m high vertical earth retaining wall retains a dry granular backfill with angle of internal friction of 30° and unit weight of 20 kN/m3. If the wall is prevented from yielding (no movement), the total horizontal thrust (in kN per unit length) on the wall is
A
0
B
30
C
45
D
270

Correct : c

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Related Topics

earth retaining wall GATE Civil Engineering 2018 horizontal thrust on wall civil engineering gate soil pressure calculation angle of internal friction unit weight soil vertical earth retaining wall GATE set-2 question 42

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