2. A steady flow between two parallel plates is fully developed and laminar. The distance between the plates is h. a. Complete the velocity profile below and demonstrate that it satisfies the no- slip boundary condition. һ² др 8μ δx b. Sketch the function and label the direction of the shear stress that the flow acts on the plates. c. For μ = 2.4 × 10-5 lbf · s/ft², др . əx maximum shear stress in lbf/ft². Y X U=- h=0.05 in 2 [1 (-)) lbf ft3¹ == -4.0 and h=0.05 in. Calculate the y=h/2 y=0 y=-h/2

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.