Calibration of Geotechnical Parameters Based on the Stochastic Discrete-continuum Coupling Method and Bayesian Theory-Reference-Cited by-同舟云学术

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Calibration of Geotechnical Parameters Based on the Stochastic Discrete-continuum Coupling Method and Bayesian Theory

Published:2022-12-27 Issue:3 Volume:27 Page:1054-1065
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Tang Daofei^ORCID,Wang Changhong^ORCID,Hu Baolin,Wang Kun,Ma Chengtao

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-022-1449-7.pdf

Reference36 articles.

1. Ai J, Chen JF, Rotter JM, Ooi JY (2011) Assessment of rolling resistance models in discrete element simulations. Powder Technology 206(3): 269–82, DOI: https://doi.org/10.1016/j.powtec.2010.09.030

2. Alarcon-Guzman A, Chameau JL, Leonards GA, Frost JD (1989) Shear modulus and cyclic undrained behavior of sands. Soils and Foundations 29(4):105–119, DOI: https://doi.org/10.3208/sandf1972.29.4_105

3. Arroyo M, Butlanska J, Gens A, Calvetti F, Jamiolkowski M (2011) Cone penetration tests in a virtual calibration chamber. Géotechnique 61(6): 525–531, DOI: https://doi.org/10.1680/geot.9.P.067

4. Baecher GB, Christian JT (2005) Reliability and statistics in geotechnical engineering. John Wiley & Sons

5. Box GEP, Wilson KB (1992) On the experimental attainment of optimum conditions. Breakthroughs in statistics Springer, New York, NY, 270–310, DOI: https://doi.org/10.1007/978-1-4612-4380-9_23

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