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

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter14: Lateral Earth Pressure
Section: Chapter Questions
Problem 14.7P
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A rigid smooth retaining wall of height
7 m with vertical back face retains
saturated clay as backfill. The saturated
unit weight and undrained cohesion of
the backfill are 17.2 kN/m² and 20 kPa
respectively. The difference in the active
lateral forces on the wall (in kN per m
length of wall) up to two decimal places,
before and after the occurrence of
tension cracks is
Transcribed Image Text:A rigid smooth retaining wall of height 7 m with vertical back face retains saturated clay as backfill. The saturated unit weight and undrained cohesion of the backfill are 17.2 kN/m² and 20 kPa respectively. The difference in the active lateral forces on the wall (in kN per m length of wall) up to two decimal places, before and after the occurrence of tension cracks is
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
Transcribed Image Text: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
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