The following correction to figure 10, has been submitted by the author of Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited, Géotechnique, 51, No. 4, 351–359 by D. V. Griffiths and G. A. Fenton. A corrected version of this paper is on the Internet at www.geotechnique-ice.com.
Graph showing the probability p(Nc < 5·14/2) that the bearing capacity factor will be lower than the Prandtl solution based on the mean strength incorporating a factor of safety F = 2
Graph showing the probability p(Nc < 5·14/2) that the bearing capacity factor will be lower than the Prandtl solution based on the mean strength incorporating a factor of safety F = 2
The following figure (10) was published incorrectly in Géotechnique, 51, No. 6, 555–565 by M. L. Lings. A corrected version of this paper is on the Internet at www.geotechnique-ice.com.
The caption for Figure 9 of this paper should have been published as follows:
Fig. 9. 2-D plot (μ′vh against E′v/F′h) showing lines of contant ESP slope (δp′/δq)
