Probabilistic Analysis of Strip Footings Resting on Spatially Varying Soils and Subjected to Vertical or Inclined Loads
Author:
Affiliation:
1. Assistant Professor, Univ. of Balamand, Koura, North Lebanon, Lebanon (corresponding author).
2. Professor, Univ. of Nantes, 44603 Saint-Nazaire, France.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001046
Reference27 articles.
1. Extension of subset simulation approach for uncertainty propagation and global sensitivity analysis;Ahmed A.;Georisk,2012
2. Al-Bittar T. (2012). “Probabilistic analysis of shallow foundations resting on spatially varying soils.” Ph.D. thesis Univ. of Nantes Nantes France.
3. Bearing capacity of strip footings on spatially random soils using sparse polynomial chaos expansion
4. An adaptive algorithm to build up sparse polynomial chaos expansions for stochastic finite element analysis
5. The stochastic finite element method in structural reliability
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