Safety Analysis of Building Structures in Shallow-Buried Section of Tunnel under Complex Geological Conditions

DOI

10.2991/978-94-6239-703-3_9How to use a DOI?

Keywords

complex geological tunnel; shallow-buried section; the safety of building structure; Midas GTS NX simulation; curtain grouting

Abstract

This paper focuses on the safety of building structure in shallow-buried section of complex geological tunnel, and takes Banzhulin Tunnel of Xubi Railway as an example, and analyzes the impacts of tunnel construciton on the surface building structures in shallow-buried section using the Midas GTS NX calculation program. Considering the complex geological conditions and various types of building structures, and combining with the surface settlement control standards, the mechanical performance parameters of curtain grouting measures are systematically researched and determined, which provides a theoretical basis and practical guidance for the safe construction of similar tunnels underpassing buildings.

Copyright

© 2026 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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TY  - CONF
AU  - Yuchuan Li
AU  - Linfeng Zhou
AU  - Yang Song
PY  - 2026
DA  - 2026/06/08
TI  - Safety Analysis of Building Structures in Shallow-Buried Section of Tunnel under Complex Geological Conditions
BT  - Proceedings of the 2026 2nd International Conference on Engineering Management and Safety Engineering (EMSE 2026)
PB  - Atlantis Press
SP  - 91
EP  - 104
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6239-703-3_9
DO  - 10.2991/978-94-6239-703-3_9
ID  - Li2026
ER  -