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A Theoretical Solution of Deformation and Stress Calculation of the Underlying Tunnel Caused by Foundation Pit Excavation

Crossref DOI link: https://doi.org/10.1007/s12205-024-0280-8

Published Print: 2024-06

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

Authors

Li, Haibin https://orcid.org/0000-0001-6581-9779
Liu, Bo https://orcid.org/0000-0001-6091-3889
Li, Li https://orcid.org/0000-0001-5689-6887
Zhang, Qian https://orcid.org/0000-0002-1361-1156
Huang, Chengwei https://orcid.org/0000-0002-3622-0131
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Text and Data Mining valid from 2024-06-01

Text and Data Mining valid from 2024-06-01

Version of Record valid from 2024-07-26
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This article is maintained by: Elsevier

Article Title: A Theoretical Solution of Deformation and Stress Calculation of the Underlying Tunnel Caused by Foundation Pit Excavation

Journal Title: KSCE Journal of Civil Engineering

CrossRef DOI link to publisher maintained version: https://doi.org/10.1007/s12205-024-0280-8

Content Type: article

Copyright: Copyright © 2024 © Korean Society of Civil Engineers 2024 published by Elsevier inc. Published by Elsevier Inc.