G-PFEM Numerical Assessment of Rock Anchor Interface Properties on Pull-Out Capacity for Renewable Offshore Applications-Reference-Cited by-同舟云学术

G-PFEM Numerical Assessment of Rock Anchor Interface Properties on Pull-Out Capacity for Renewable Offshore Applications

Published:2023 Issue: Volume: Page:427-434
ISSN:1866-8755
Container-title:Springer Series in Geomechanics and Geoengineering
language:
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Author:

Genco Alessio^ORCID,Ciantia Matteo Oryem^ORCID,Brown Michael^ORCID,Previtali Marco^ORCID,Ivanovic Ana^ORCID,Cresswell Nick

Publisher

Springer Nature Switzerland

Link

https://link.springer.com/content/pdf/10.1007/978-3-031-34761-0_52

Reference12 articles.

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2. Yap, L.P., Rodger, A.A.: A study of the behaviour of vertical rock anchors using the finite element method. Int. J. Rock Mech. Min. Sci. 21(2), 47–61 (1984)

3. Cerfontaine, B., Brown, M., Caton, A., Hunt, A., Cresswell, N.: Numerical modelling of rock anchor uplift capacity for offshore applications (2021). 10.2/JQUERY.MIN.JS

4. Monforte, L., Ciantia, M.O., Carbonell, J.M., Arroyo, M., Gens, A.: A stable mesh-independent approach for numerical modelling of structured soils at large strains. Comput. Geotech. 116(August), 103215 (2019). Elsevier

5. Oliynyk, K., Ciantia, M.O., Tamagnini, C.: A finite deformation multiplicative plasticity model with non–local hardening for bonded geomaterials. Comput. Geotech. 137, 104209 (2021). Elsevier

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