• DOI:10.1061/(ASCE)1090-0241(2002)128:9(743)
Corpus ID: 140604111

Bearing Capacity of Rough Rigid Strip Footing on Cohesive Soil: Probabilistic Study

@article{Griffiths2002BearingCO,
  title={Bearing Capacity of Rough Rigid Strip Footing on Cohesive Soil: Probabilistic Study},
  author={D. Griffiths and G. Fenton and N. Manoharan},
  journal={Journal of Geotechnical and Geoenvironmental Engineering},
  year={2002},
  volume={128},
  pages={743-755}
}

• D. Griffiths, G. Fenton, N. Manoharan
• Published 2002
• Engineering
• Journal of Geotechnical and Geoenvironmental Engineering

A probabilistic study on the bearing capacity of a rough rigid strip footing on a weightless cohesive soil is carried out to assess the influence of randomly distributed undrained shear strength. Nonlinear finite element analysis is merged with random field theory in conjunction with a Monte Carlo method. In a parametric study, the mean shear strength is held constant while the coefficient of variation and spatial correlation length of cohesion are varied systematically. The influence of the… Expand

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