Chapter
Dec 15, 2022

Study on Multi-Level Safety Risk Assessment of Super 40 m Deep Foundation Pit Construction Adjacent to Subway

Publication: ICCREM 2022

ABSTRACT

The construction risk of the deep foundation pit adjacent to the subway is high. The accidents such as collapse occur frequently. The construction risk needs to be assessed before construction. This paper conducts a comprehensive risk assessment on the multi-level risk characteristics and risk indicators of the construction of an over 40 m deep foundation pit adjacent to the subway. The risk is divided into an indicator system, and the analytic hierarchy process is used to calculate the weight of the risk indicators to obtain the objective calculation results. In addition, this paper uses the membership function in fuzzy mathematics to establish risk levels and optimize the evaluation criteria of risk events. The results show that the comprehensive assessment risk value obtained by the optimized risk assessment method in this paper is 3.312, and the risk level is relatively high. According to the risk characteristics, safety measures for the construction process are proposed, which provides a reference for the risk assessment of deep foundation pit projects.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Deng, B. C., Zhou, D. J., Zhao, J. C., Yin, Y. L., and Li, X. Y. (2021). “Fuzzy synthetic evaluation of the critical success factors for the sustainability of public private partnership projects in China.” Sustainability, 13(5).
Ding, W. L. (2012). Deformation control research of pile retaining foundation pit in soil-rock stratum. Ocean University of China, Shandong, China. (in Chinese).
Hu, C. M., Liu, L., Wang, X. H., Jia, W. B., Lin, C., and Ma, Z. (2021). “Risk assessment for the 2-D deep foundation pit based on the fuzzy entropy-cloud theory.” Journal of Safety and Environment, 21(02), 521–528. (in Chinese).
Li, J. (2018). Research on Construction Risk Assessment Based on Fuzzy Fault Tree of Deep Foundation Pit of Subway Station. Xi’an University of Architecture and Technology, Shanxi, China, 1–70. (in Chinese).
Lin, D. S. (2019). Study on Stability of Dewatering and Excavation for Deep Foundation Pit of Subway Station in Water-Rich Soft Stratum. Beijing Jiaotong University, Beijing, China, 1–89 (in Chinese).
Liu, Z. (2018). The Improved Analytic Hierarchy Process Based on Gray Correlation Model and Pit. Beijing industry university, Beijing, China, 1–78. (in Chinese).
Mahdinia, M., Yarandi, M. S., Jafarinia, E., and Soltanzadeh, A. (2021). “Development of a new technique for safety risk assessment in construction projects based on Fuzzy analytic hierarchy process.” ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 7(3).
Wang, F., Gao, Y. X., Zhou, X., Wei, S. D., Lv, Y., Wang, W., and Gao, C. L. (2019). “Empirical study on construction risk evaluation of deep foundation pit of Chengdu metro.” Building Structure, 49(S2), 920–925. (in Chinese).
Wang, Y. (2017). “Study on risk evaluation of expressway operation enterprises based on AHP-fuzzy evaluation.” Journal of Highway and Transportation Research and Development, 34(4), 154–158. (in Chinese).
Wu, G., Zhang, X., Li, N., and Wang, W. (2017). “Risk evaluation of surface subsidence caused by foundation excavation based on analytical hierarchy process.” Journal of Shaoxing University (Natural Science), 37(9), 24–29. (in Chinese).
Wu, Y. (2015). Research on Risk Dynamic Management of Building Excavation Engineering in Partnering Mode. Zhejiang University, Zhejiang, China, 1–75 (in Chinese).
Xue, Z. Y., Li, J. R., Chen, K., Ni, W., and Wu, G. (2013). “A comprehensive evaluation method for distribution network considering the coordination coefficient.” Power System Protection and Control, 41(12), 15–19. (in Chinese).
Zhang, B., Xia, S. Y., Zhao, Q. H., and Yang, Y. (2021). “Analysis and prediction of deep excavation construction accidents based on CART model.” Journal of Civil Engineering and Management, 38(3), 32–38+44. (in Chinese).
Zhang, L. W. (2020). “Foundation pit monitoring of main works in rail transit station.” Journal of Zhejiang University of Water Resources and Electric Power, 32(2), 62–65. (in Chinese).

Information & Authors

Information

Published In

Go to ICCREM 2022
ICCREM 2022
Pages: 321 - 331

History

Published online: Dec 15, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

1Senior Engineer and Chief Engineer, China Construction Fourth Engineering Division Co., Ltd., Guangzhou, China. Email: [email protected]
Shilong Zhang [email protected]
2Ph.D. Candidate, Harbin Institute of Technology, Harbin, China. Email: [email protected]
3Engineer and Business Manager, China Construction Fourth Engineering Division, First Corp. Ltd., Guangzhou, China. Email: [email protected]
Changyong Liu [email protected]
4Associate Professor, Harbin Institute of Technology, Harbin, China. Email: [email protected]
5Assistant Engineer and Technical Director, China Construction Fourth Engineering Division, First Corp. Ltd., Guangzhou, China. Email: [email protected]
Yingzhou Luo [email protected]
6Senior Engineer and Department Manager Assistant, China Construction Fourth Engineering Division, First Corp. Ltd., Guangzhou, China. Email: [email protected]
Jiaojiao Ai [email protected]
7Assistant Engineer and Senior Manager Assistant, China Construction Fourth Engineering Division, First Corp. Ltd., Guangzhou, China. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$190.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$190.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share