Probabilistic evaluation of tunnel face stability in spatially random soils using sparse polynomial chaos expansion with global sensitivity analysis
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/article/10.1007/s11440-017-0541-5/fulltext.html
Reference39 articles.
1. Ahmed A (2012) Simplified and advanced approaches for the probabilistic analysis of shallow foundations. Doctoral dissertation, Nantes
2. Al-Bittar T, Soubra A-H (2013) Bearing capacity of strip footings on spatially random soils using sparse polynomial chaos expansion. Int J Numer Anal Methods Geomech 37(13):2039–2060
3. Al-Bittar T, Soubra A-H (2014) Efficient sparse polynomial chaos expansion methodology for the probabilistic analysis of computationally-expensive deterministic models. Int J Numer Anal Methods Geomech 38(12):1211–1230
4. Baecher GB, Christian JT (2005) Reliability and statistics in geotechnical engineering. Wiley, Hoboken
5. Blatman G, Sudret B (2010) An adaptive algorithm to build up sparse polynomial chaos expansions for stochastic finite element analysis. Probab Eng Mech 25(2):183–197
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