Consider the following stress states. For each one, evaluate the space coordinates (p,s,0) and plot in...
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Consider the following stress states. For each one, evaluate the space coordinates (p,s,0) and plot in the -plane (see Fig. 8.3.13b): (a) triaxial tension: o, = T, >o, = 0, = T, >0 (b) triaxial compression: o, =-p, <o, = 0, =-p, <0 (this is an important test for geomaterials, which are dependent on the hydrostatic pressure) (c) a pure shear o, =r: 0, = +r, 0, = 0, o; = -r (d) a pure shear o, =r in the presence of hydrostatic pressure p: o, =-p+T, 0, =-p, o, =-p-t, i.e. o, - o, = 0, - o; (b) Consider the following stress states. For each one, evaluate the space coordinates (p,s,0) and plot in the -plane (see Fig. 8.3.13b): (a) triaxial tension: o, = T, >o, = 0, = T, >0 (b) triaxial compression: o, =-p, <o, = 0, =-p, <0 (this is an important test for geomaterials, which are dependent on the hydrostatic pressure) (c) a pure shear o, =r: 0, = +r, 0, = 0, o; = -r (d) a pure shear o, =r in the presence of hydrostatic pressure p: o, =-p+T, 0, =-p, o, =-p-t, i.e. o, - o, = 0, - o; (b)
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a p 6 s 1 0 0 b p 6 s 0 0 1 C p 1 s 0 0 1 d p p t s p ... View the full answer
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