An extended Prandtl solution for analytical modelling of the bearing capacity of a shallow foundation on a spatially variable undrained clay
Author:
Affiliation:
1. Department of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), P. R. China.
2. National Infrastructure Laboratory, University of Southampton, Southampton, UK.
Publisher
Thomas Telford Ltd.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://www.icevirtuallibrary.com/doi/pdf/10.1680/jgeot.20.P.118
Reference30 articles.
1. Spatial Variability of the Undrained Strength of Clays
2. Characterizing spatial variability of a clay by geostatistics
3. Effect of element sizes in random field finite element simulations of soil shear strength
4. Effect of spatial variability of cross-correlated soil properties on bearing capacity of strip footing
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