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A standard undrained triaxial test was performed on a fi ne-grained soil. The soil was consolidated to a cell pressure of 120 kPa and then unloaded to a cell pressure of 80 kPa. The axial stress at failure (critical state) was 64 kPa. Assume Λ = 0.8.
(a) Determine the normalized undrained shear strength.
(b) Estimate ∅'cs.
(c) Estimate the undrained shear strength of the same soil if it were normally consolidated.
(d) Estimate the undrained shear strength of the same soil if it were to be subjected to direct simple shear.
(e) Recommend the undrained shear strength for use in the design of (1) a foundation for an oil tank, and (2) a slope.
Each rod has a diameter of 20 mm. Assume that a = 2.8 m, b = 1.6 m, and c = 0.5 m. If the normal stress in any rod may not exceed 155 MPa, determine the maximum load P that may be applied at A.
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Calculate uniform load (in addition to self wt.) which will cause the section to begin cracking
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The 30-N uniform rod has length of l=1m. If s=1.5m determine the distance h of placement at the end A along the smooth wall for equilibrium.
The height (in meters) of a projectile shot vertically upward from a point 2 m above ground level with an initial velocity of 24.5 m/s is h2+24.5t-4.9t^2 after t seconds. a) When does the projectile reach its maximum height? b) What is the maximum..
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