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Failure process of saturated granite residual soil slope: a 3D viscoelastic-plastic finite element modeling approach with nonstationary parameter creep

Crossref DOI link: https://doi.org/10.1007/s10064-023-03298-x

Published Online: 2023-06-28

Published Print: 2023-07

Update policy: https://doi.org/10.1007/springer_crossmark_policy

Authors

Xu, Jiancong https://orcid.org/0000-0002-0240-8750
Funding

Funding for this research was provided by:

National Natural Science Foundation of China -Yalong River Joint Fund (U1765110)

Fundamental Research Funds for the Central Universities (22120180312)
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Text and Data Mining valid from 2023-06-28

Version of Record valid from 2023-06-28
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Article History

Received: 5 October 2022

Accepted: 4 June 2023

First Online: 28 June 2023

Declarations

:

: The author declares no competing interests.

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