Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)

Research on vulnerability of subway deep foundation pit construction system based on N-K model

Authors
Ting Zhao1, Aichun Li1, *, Yuan Weng1
1School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China
*Corresponding author. Email: lachun@mail.lzjtu.cn
Corresponding Author
Aichun Li
Available Online 30 December 2023.
DOI
10.2991/978-94-6463-336-8_74How to use a DOI?
Keywords
subway; Vulnerability; deep foundation pits of the subway; N-K model; coupling
Abstract

In order to analysis the vulnerability of underground deep foundation pit construction system and improve the safety level of underground deep foundation pit construction. Firstly, based on the vulnerability theory, the concept of vulnerability of underground deep foundation pit construction safety system is proposed; secondly, the three characteristic elements of vulnerability are used to construct a diagram of the recursive evolution process of vulnerability influencing factors; finally, a total of 107 underground deep foundation pit construction safety accidents are selected from 2010 to 2022, and the probability of each factor and its coupling value when coupling occurs in different cases are calculated using the N-K model to derive the key coupling factors affecting the vulnerability of subway deep foundation pit construction system. The key coupling factors affecting the vulnerability of metro deep foundation pit construction system. The study shows that: the probability of accidents and the number of factors involved in the coupling is positively correlated; through the vulnerability analysis can find the weak links of the underground deep foundation pit construction system, and provide certain theoretical support for improving the level of safety management of underground deep foundation pit construction.

Copyright
© 2023 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 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)
Series
Advances in Engineering Research
Publication Date
30 December 2023
ISBN
978-94-6463-336-8
ISSN
2352-5401
DOI
10.2991/978-94-6463-336-8_74How to use a DOI?
Copyright
© 2023 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  - Ting Zhao
AU  - Aichun Li
AU  - Yuan Weng
PY  - 2023
DA  - 2023/12/30
TI  - Research on vulnerability of subway deep foundation pit construction system based on N-K model
BT  - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)
PB  - Atlantis Press
SP  - 641
EP  - 651
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-336-8_74
DO  - 10.2991/978-94-6463-336-8_74
ID  - Zhao2023
ER  -