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Keywords:
geotechnical engineering
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.
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)
© 2001 Thomas Telford Ltd
2001


