(a) Check for stability of the wall with respect to sliding. (b) Check for overturning stability. (c) Does the eccentricity at the base exceed B/6? (d) What is the soil pressure beneath the toe and the heel? Sketch the pressure distribution. (e) Repeat (a) by taking into account the passive resistance in the face of the wall. (f) Comment on your results. Please solve with steps. Thanks

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Ignore the passive resistance in front of the wall and also the weight of soil on the face of the wall. (a) Check for stability of the wall with respect to sliding. (b) Check for overturning stability. (c) Does the eccentricity at the base exceed B/6? (d) What is the soil pressure beneath the toe and the heel? Sketch the pressure distribution. (e) Repeat (a) by taking into account the passive resistance in the face of the wall. (f) Comment on your results. Please solve with steps. Thanks
A cantilever retaining wall shown in the retains a sandy backfill with = 25° and y= 18 kN/m³.
Different soil is present beneath the wall and in front of the wall as shown. (Treat the drainage
blanket as part of the backfill).
1.0 m
-1.8 m
9-20 kPa
7-18 kN/m³
-25°
Backfill
-Drainage blanket
23.5 kN/m
Existing
soil
6.1 m
0.9 m
719 kN/m³
0-35
Transcribed Image Text:A cantilever retaining wall shown in the retains a sandy backfill with = 25° and y= 18 kN/m³. Different soil is present beneath the wall and in front of the wall as shown. (Treat the drainage blanket as part of the backfill). 1.0 m -1.8 m 9-20 kPa 7-18 kN/m³ -25° Backfill -Drainage blanket 23.5 kN/m Existing soil 6.1 m 0.9 m 719 kN/m³ 0-35
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