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Ocu 14°, Ø' = 25° Q2- A fully saturated normally consolidated clay sample was tested in a consolidated undrained (CU) triaxial test under a cell pressure of (200 kN/m²) till failure. Given that: Ccu = C' = 0 1 Determine : a) The deviator stress at failure (of). b) Pore water pressure parameter (Af) at failure. للطباعة والاستنساخ

Ocu 14°, Ø' = 25° Q2- A fully saturated normally consolidated clay sample was tested in a consolidated undrained (CU) triaxial test under a cell pressure of (200 kN/m²) till failure. Given that: Ccu = C' = 0 1 Determine : a) The deviator stress at failure (of). b) Pore water pressure parameter (Af) at failure. للطباعة والاستنساخ

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q2- A fully saturated normally consolidated clay sample was tested in a consolidated undrained (CU) triaxial test under a cell pressure of (200 kN/m²) till failure. Ocu 14°, Ø' = 25° C' = 0 Given that: Ccu 1 Determine : a) The deviator stress at failure (of). b) Pore water pressure parameter (Af) at failure. مكتب القدسة للطباعة والاستنساخ
Transcribed Image Text:Q2- A fully saturated normally consolidated clay sample was tested in a consolidated undrained (CU) triaxial test under a cell pressure of (200 kN/m²) till failure. Ocu 14°, Ø' = 25° C' = 0 Given that: Ccu 1 Determine : a) The deviator stress at failure (of). b) Pore water pressure parameter (Af) at failure. مكتب القدسة للطباعة والاستنساخ
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