Automated calibration of advanced soil constitutive models. Part II: hypoplastic clay and modified Cam-Clay-Reference-Cited by-同舟云学术

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Automated calibration of advanced soil constitutive models. Part II: hypoplastic clay and modified Cam-Clay

Published:2022-01-17 Issue:8 Volume:17 Page:3439-3462
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Kadlíček Tomáš^ORCID,Janda Tomáš,Šejnoha Michal,Mašín David,Najser Jan,Beneš Štěpán

Funder

Grantová Agentura Ceské Republiky

Grantová Agentura, Univerzita Karlova

Ministerstvo Školství, Mládeže a Telovýchovy

Center for Geosphere Dynamics

Center of Advanced Applied Sciences at the Czech Technical University in Prague

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-021-01435-y.pdf

Reference63 articles.

1. Anrew Schofield PW (1968) Critical state soil mechanics. ISBN: 0598492771

2. Bharat TV, Sivapullaiah PV, Allam MM (2009) Swarm intelligence-based solver for parameter estimation of laboratory through-diffusion transport of contaminants. Comput Geotech 36(6):984–992

3. Calvello M, Cuomo S, Ghasemi P (2017) The role of observations in the inverse analysis of landslide propagation. Comput Geotech 92:11–21

4. Calvello M, Finno RJ (2004) Selecting parameters to optimize in model calibration by inverse analysis. Comput Geotech 31(5):410–424

5. Cekerevac C, Girardin S, Klubertanz G, Laloui L (2006) Calibration of an elasto-plastic constitutive model by a constrained optimisation procedure. Comput Geotech 33(8):432–443

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