The parameters of a soil are λ = 0.2, κ = 0.04, f¢cs =30°, eo = 1.08 at p¢o = 80 kPa and Ro = 7. If the soil were to be loaded so that its total stress path q/p = 2.5, predict the following. Initial yield stresses, under undrained condition. Excess pore water pressure at yield for undrained condition. The undrained shear strength at initial yield. A stress path along which the soil may not fail in drained condition.
The parameters of a soil are λ = 0.2, κ = 0.04, f¢cs =30°, eo = 1.08 at p¢o = 80 kPa and Ro = 7. If the soil were to be loaded so that its total stress path q/p = 2.5, predict the following. Initial yield stresses, under undrained condition. Excess pore water pressure at yield for undrained condition. The undrained shear strength at initial yield. A stress path along which the soil may not fail in drained condition.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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- The parameters of a soil are λ = 0.2, κ = 0.04, f¢cs =30°, eo = 1.08 at p¢o = 80 kPa and Ro = 7. If the soil were to be loaded so that its total stress path q/p = 2.5, predict the following.
- Initial yield stresses, under undrained condition.
- Excess pore water pressure at yield for undrained condition.
- The undrained shear strength at initial yield.
- A stress path along which the soil may not fail in drained condition.
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