Proceedings of the Rocscience International Conference 2025 (RIC 2025)

Numerical Study on the Response of Buried Pipelines to Deep Excavations

Authors
Fu-Hsuan Yeh1, *, Raditya Ahmad Syah Arrafi1, Jun-Ren Hsieh1, Shih-Heng Tung2
1National Taiwan University of Science and Technology, Taipei City, 106335, Taiwan
2National University of Kaohsiung, Kaohsiung, 811, Taiwan
*Corresponding author. Email: fhyeh@mail.ntust.edu.tw
Corresponding Author
Fu-Hsuan Yeh
Available Online 7 December 2025.
DOI
10.2991/978-94-6463-900-1_8How to use a DOI?
Keywords
Deep Excavation; Buried Pipeline; Numerical Simulation; Seismic Conditions; Pipeline Movement
Abstract

In many rapidly urbanizing countries, deep excavations often cause damage to nearby utilities, such as roads, manholes, and buried pipelines. Earthquakes can also devastate underground lifelines, as seen in the 1999 Chi-Chi earthquake in Taiwan and the 2011 Tohoku earthquake in Japan. These issues have raised concerns about the response of buried pipelines to deep excavations and seismic effects. To address these concerns and promote the development of resilient cities, this study conducts numerical simulations to investigate the response of buried pipelines to deep excavation and seismic conditions using PLAXIS. A case study involving a deep excavation project in soft clay is included to validate the numerical results, analyzing excavation-induced ground surface settlements and pipeline movement with different sizes. Lastly, the study discusses the soil and dynamic responses of buried pipelines following excavation. The numerical results and findings from the current study can be a valuable reference for future engineering design and planning.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the Rocscience International Conference 2025 (RIC 2025)
Series
Atlantis Highlights in Engineering
Publication Date
7 December 2025
ISBN
978-94-6463-900-1
ISSN
2589-4943
DOI
10.2991/978-94-6463-900-1_8How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Fu-Hsuan Yeh
AU  - Raditya Ahmad Syah Arrafi
AU  - Jun-Ren Hsieh
AU  - Shih-Heng Tung
PY  - 2025
DA  - 2025/12/07
TI  - Numerical Study on the Response of Buried Pipelines to Deep Excavations
BT  - Proceedings of the Rocscience International Conference 2025 (RIC 2025)
PB  - Atlantis Press
SP  - 85
EP  - 92
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-900-1_8
DO  - 10.2991/978-94-6463-900-1_8
ID  - Yeh2025
ER  -