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Theoretical Analysis of the Influence of a Sectional Form of a Flexible NT-CEP Pile Disc on the Anti-tilting Loading Performance

Crossref DOI link: https://doi.org/10.1007/s12205-022-2234-3

Published Print: 2022-11

Update policy: https://doi.org/10.1016/elsevier_cm_policy

Authors

Qian, Yongmei https://orcid.org/0000-0001-6017-9370
Yang, Yang https://orcid.org/0000-0001-5190-6492
Hong, Guang https://orcid.org/0000-0001-5889-9707
Tian, Wei https://orcid.org/0000-0001-8020-1141
Song, Yuchen https://orcid.org/0000-0002-4695-4024
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Text and Data Mining valid from 2022-11-01

Text and Data Mining valid from 2022-11-01

Version of Record valid from 2024-08-20
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This article is maintained by: Elsevier

Article Title: Theoretical Analysis of the Influence of a Sectional Form of a Flexible NT-CEP Pile Disc on the Anti-tilting Loading Performance

Journal Title: KSCE Journal of Civil Engineering

CrossRef DOI link to publisher maintained version: https://doi.org/10.1007/s12205-022-2234-3

Content Type: article

Copyright: Copyright © 2022 © Korean Society of Civil Engineers 2022 published by Elsevier inc. Published by Elsevier Inc.