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Deterministic and Probabilistic Approaches in the Analysis of the Bearing Capacity of a Bridge Foundation on Undrained Clay Soil Cover

Deterministic and Probabilistic Approaches in the Analysis of the Bearing Capacity of a Bridge Foundation on Undrained Clay Soil

Slovak Journal of Civil Engineering
Volume 27 (2019): Issue 2 (June 2019)
By: Jemal J. Muhammed  
Open Access
|Jul 2019

Authors

Jemal J. Muhammed

jj.civil7@gmail.com

Transportation Engineering Program, Civil and Environmental Engineering School, Jimma Technology Institute, Jimma University, Jimma, Ethiopia
DOI: https://doi.org/10.2478/sjce-2019-0015 | Journal eISSN: 1338-3973 | Journal ISSN: 1210-3896
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Language: English
Page range: 44 - 51
Published on: Jul 2, 2019
Published by: Slovak University of Technology in Bratislava
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Deterministic,
Probabilistic,
Reliability,
Bearing capacity,
Bridge foundation,
Undrained clay soil
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other

© 2019 Jemal J. Muhammed, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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