EXAMPLE 7 A retaining wall that has soft, saturated clay backfill is shown below. Determine the Paand its line of action after the tensile crack occurs (filled with water) C,= 17KN /m? Ø' =0 3 m y= 16 kN /m³ c'=15 kN / m 3 m Ø' =20° y= 18 kN/m³

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
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Chapter14: Lateral Earth Pressure
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Problem 14.4P
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EXAMPLE
7
A retaining wall that has soft, saturated clay backfill is shown below.
Determine the Pa and its line of action after the tensile crack occurs
(filled with water)
C,= 17KN /m²
3 m
Ø' =0
y= 16 kN /m³
c'=15 kN / m²
3 m
O' =20°
y= 18 kN /m³
Transcribed Image Text:EXAMPLE 7 A retaining wall that has soft, saturated clay backfill is shown below. Determine the Pa and its line of action after the tensile crack occurs (filled with water) C,= 17KN /m² 3 m Ø' =0 y= 16 kN /m³ c'=15 kN / m² 3 m O' =20° y= 18 kN /m³
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