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

Publicado en línea: 02 jul 2019

Páginas: 44 - 51

DOI: https://doi.org/10.2478/sjce-2019-0015

Palabras clave

Deterministic, Probabilistic, Reliability, Bearing capacity, Bridge foundation, Undrained clay soil

© 2019 Jemal J. Muhammed, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.