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
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
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter14: Lateral Earth Pressure
Section: Chapter Questions
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8d674487-20e5-4131-85f5-f8927970123f%2F8223decf-e178-4b9e-9262-8ff43ec4e0ed%2Fbti4xae_processed.jpeg&w=3840&q=75)
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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