The behaviour of an elastic non‐homogeneous half‐space. Part II–circular and strip footings

Solutions developed in the first part of this paper (i.e. describing the response of a non-homogeneous half-space subjected to surface point and line loads) are used in this part to obtain solutions for a variety of surface loadings. Consideration is given to distributed load acting over a circular area or strip and a rigid disk or strip subjected to applied normal load and moment. It is established that the profiles of surface settlement due to uniformly distributed loads acting over a strip or circular area are strongly dependent on the degree of non-homogeneity. This dependency is reduced when the footing is rigid. When alpha=1 the moduli variation is identical to the Gibson soil and the equivalence with the Winkler soil model is established. (TRRL)