An unsupported excavation is made to a maximum possible depth of clay soil having (Unit weight 18 kN/m³), c = 50 kN/m², p 30°. The active earth pressure at the base level of excavation is kN/m². = =
An unsupported excavation is made to a maximum possible depth of clay soil having (Unit weight 18 kN/m³), c = 50 kN/m², p 30°. The active earth pressure at the base level of excavation is kN/m². = =
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![An unsupported excavation is made to a
maximum possible depth of clay soil
having (Unit weight
18 kN/m³), C =
50 kN/m², $ = 30°. The active earth
pressure at the base level of
excavation is
kN/m².
———-
=](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5607ee8f-8e5d-42e1-a90f-fe48bfc723b6%2Fbc1c3fb0-1759-4b62-b911-a7b2b282d6d1%2Fcyz5mi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An unsupported excavation is made to a
maximum possible depth of clay soil
having (Unit weight
18 kN/m³), C =
50 kN/m², $ = 30°. The active earth
pressure at the base level of
excavation is
kN/m².
———-
=
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