Closure to “Probabilistic Foundation Settlement on Spatially Random Soil” by Gordon A. Fenton and D. V. Griffiths.

Responds to comments made by John T. christian and Gregory B. Baecher on the article 'Probabilistic Foundation Settlement on Spatially Random Soil.' Behavior of a single perfectly flexible footing modeled as a series of point loads applied directly to the surface of an elastic layer; Use of a first-order stochastic finite element model.