1. How would you evaluate the circumferential strain, e y , at r = 0? What is this strain in terms..
1. How would you evaluate the circumferential filtrate, ey, at r = 0? What is this filtrate in stipulations of the a’s abandoned in Eq. (9.1.15). Hint: Elasticity plea tells us that the radial filtrate must similar the circumferential filtrate at r = 0.
2. The begrime bulk in Figure P9–13 is loaded by a force transmitted through a round foundation as shown. Determine the pressurees in the soil. Compare the values of sr using an axisymmetric type after a while the sy values using a roll pressure type. Let E = 3000 psi and n = 0:45 for the begrime bulk.