Soil with an internal angle of friction of 40° and a cohesion of 10 kPa is excavated to a depth of 6 m prior to the placement of a retaining wall. The stability of a trial wedge with a horizontal angle of 25° is being investigated. The soil above the wedge weighs 12 kN/m of wall. 12 kN/m 6 m as=25° What is most nearly the available shearing resistance along the indicated slip plane? O A. 70 kN/m B. 140 kN/m O C. 150 kN/m OD. 180 kN/m
Soil with an internal angle of friction of 40° and a cohesion of 10 kPa is excavated to a depth of 6 m prior to the placement of a retaining wall. The stability of a trial wedge with a horizontal angle of 25° is being investigated. The soil above the wedge weighs 12 kN/m of wall. 12 kN/m 6 m as=25° What is most nearly the available shearing resistance along the indicated slip plane? O A. 70 kN/m B. 140 kN/m O C. 150 kN/m OD. 180 kN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Soil with an internal angle of friction of 40° and a cohesion of 10 kPa is excavated
to a depth of 6 m prior to the placement of a retaining wall. The stability of a trial
wedge with a horizontal angle of 25° is being investigated. The soil above the
wedge weighs 12 kN/m of wall.
12 kN/m
6 m
as=25°
What is most nearly the available shearing resistance along the indicated slip
plane?
O A. 70 kN/m
B. 140 kN/m
O C. 150 kN/m
OD.
180 kN/m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F063fd99d-27e9-4d03-b0df-395f1e138fd5%2Fac1779f8-1863-46ef-8fcb-aa21d3a7a48e%2F9vdzjb_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Soil with an internal angle of friction of 40° and a cohesion of 10 kPa is excavated
to a depth of 6 m prior to the placement of a retaining wall. The stability of a trial
wedge with a horizontal angle of 25° is being investigated. The soil above the
wedge weighs 12 kN/m of wall.
12 kN/m
6 m
as=25°
What is most nearly the available shearing resistance along the indicated slip
plane?
O A. 70 kN/m
B. 140 kN/m
O C. 150 kN/m
OD.
180 kN/m
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