A Novel Approach to Simulate Cone Penetration Test Using Conventional FEM
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-022-02346-9.pdf
Reference48 articles.
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2. Arroyo M, Butlanska J, Gens A et al (2011) Cone penetration tests in a virtual calibration chamber. Geotechnique 61(6):525–531. https://doi.org/10.1680/GEOT.9.P.067/ASSET/IMAGES/SMALL/GEOT61-525-F9.GIF
3. Aubram D (2015) Development and experimental validation of an arbitrary Lagrangian-Eulerian (ALE) method for soil mechanics. Geotechnik 38(3):193–204. https://doi.org/10.1002/GETE.201400030
4. Augarde CE, Lee SJ, Loukidis D (2021) Numerical modelling of large deformation problems in geotechnical engineering: a state-of-the-art review. Soils Found 61(6):1718–1735. https://doi.org/10.1016/j.sandf.2021.08.007
5. Beuth L, Vermeer PA (2013) Large deformation analysis of cone penetration testing in undrained clay. In: International conference on installation effects in geotechnical engineering (ICIEGE). Rotterdam 1–7, Taylor and Francis Group, London, ISBN 978-1-138-00041-4.
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