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Simplified analytical solution for stress concentration ratio of piled embankments incorporating pile–soil interaction

Published Online: 2021-05-11

Published Print: 2021-06

Authors

Luo, Qiang

Wei, Ming

Lu, Qingyuan

Wang, Tengfei https://orcid.org/0000-0003-4079-0687
Funding

Funding for this research was provided by:

National Natural Science Foundation of China (52078435)

National Natural Science Foundation of China (41901073)

Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety (R202003)

China Postdoctoral Science Foundation (2019M663556)
License Information

Text and Data Mining valid from 2021-05-11

Version of Record valid from 2021-05-11
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Article History

Received: 20 January 2021

Revised: 3 March 2021

Accepted: 5 March 2021

First Online: 11 May 2021

Document is current