Research Article
Elastic Fields of a Nonhomogeneous Half-Space Subject to an Inclined Circular Load
Figure 8
Variations of the four stress components for d = a and h = a for different θ. (a) σxx/p0; (b) σyy/p0; (c) σzz/p0; (d) σxz/p0.
| (a) |
| (b) |
| (c) |
| (d) |