1. A Sample of Clay is isotropically normally consolidated to a cell pressure of 350kPa. The sample was then sheared (standard) in a drained state. Calculate values of q, p', and v at failure if the soil constants were: M=0.88, N=2.88, T=2.76, and =0.16 2. A sample of clay is isotropically normally consolidated to a cell pressure of 250kPa. The sample was then sheared by reducing s3 and keeping s1 constant. Calculate values of q,p', u, and v at failure (assuming both drained and undrained conditions) if the soil constants were: M=0.91, N=2.86, T=2.81, and =0.15 3. List and discuss the factors affecting shear strengths of cohesive soils under static and dynamic loads. 4. Determine one-dimensional longitudinal and shear wave propagation velocity passing through the following soils. Soil Low Plasticity Clay Loose Sand Unit Weight (kN/m) 15 16 G (GPa) 105 220 E (GPa) 310 410 Poisson's Ratio 0.32 0.27 1. A Sample of Clay is isotropically normally consolidated to a cell pressure of 350kPa. The sample was then sheared (standard) in a drained state. Calculate values of q, p', and v at failure if the soil constants were: M=0.88, N=2.88, T=2.76, and =0.16 2. A sample of clay is isotropically normally consolidated to a cell pressure of 250kPa. The sample was then sheared by reducing s3 and keeping s1 constant. Calculate values of q,p', u, and v at failure (assuming both drained and undrained conditions) if the soil constants were: M=0.91, N=2.86, T=2.81, and =0.15 3. List and discuss the factors affecting shear strengths of cohesive soils under static and dynamic loads. 4. Determine one-dimensional longitudinal and shear wave propagation velocity passing through the following soils. Soil Low Plasticity Clay Loose Sand Unit Weight (kN/m) 15 16 G (GPa) 105 220 E (GPa) 310 410 Poisson's Ratio 0.32 0.27