Journal
COMPUTERS AND GEOTECHNICS
Volume 67, Issue -, Pages 229-238Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2015.02.013
Keywords
Random finite element method; Bearing capacity; Strip foundation; Anisotropic random field
Categories
Funding
- Polish National Science Center (NCN) [N N506 158338]
Ask authors/readers for more resources
The paper expands on previous work by the authors on bearing capacity of random c' - phi' soils using the random finite element method. The refinements in the present work include the influence of embedment, soil self-weight and anisotropy which were not considered previously. The study focuses on a grey-blue clay from Taranto in Italy, for which stochastic strength parameters were well documented. Results show that the influences of embedment, self-weight and anisotropy can be significant and lead to more realistic estimates of bearing capacity reliability. Finally a probability distribution of the bearing capacity was estimated and used to calibrate safety factors for reliability purposes. (C) 2015 Elsevier Ltd. All rights reserved.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available