Integrating Bayesian Networks and Numerical Simulation for Risk Assessment of Deep Foundation Pit Clusters

With rapid urbanization, deep foundation pit clusters (DFPCs) have become increasingly common, introducing complex and significant construction risks. To improve risk evaluation under such complexity and uncertainty, this study proposes a hierarchical assessment framework. First, fault tree analysis is used to systematically identify and decompose DFPC-related risks. Second, a Bayesian network (BN) is constructed based on the fault tree to model interactions among risks, and structural learning techniques are applied to optimize the BN structure. An analytic hierarchy process (AHP) is then used to assign prior probabilities, enabling the identification of critical risk factors. To validate the framework, numerical simulations are used to analyze the impact of support failures on pit stability. The results show that mid-span support failures have the greatest influence. Two DFPC layouts are simulated to assess the effects of failure location and pit spacing. When the spacing is 0.10H (H = excavation depth), failures in a subpit’s mid-support cause the most severe impact on adjacent pits. These results confirm the framework’s effectiveness in evaluating DFPC risk.

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Publication Details

Journal
Buildings
Published
2025-09-16
DOI
https://doi.org/10.3390/buildings15183355
Primary Topic
Drilling and Well Engineering
Type
article
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article

Integrating Bayesian Networks and Numerical Simulation for Risk Assessment of Deep Foundation Pit Clusters

Yanlin Li, Zhuo Zheng, Wenjie Li, Huang Chun
Buildings
Drilling and Well Engineering
article

Integrating Bayesian Networks and Numerical Simulation for Risk Assessment of Deep Foundation Pit Clusters

Yanlin Li, Zhuo Zheng, Wenjie Li, Huang Chun
article en

Abstract

With rapid urbanization, deep foundation pit clusters (DFPCs) have become increasingly common, introducing complex and significant construction risks. To improve risk evaluation under such complexity and uncertainty, this study proposes a hierarchical assessment framework. First, fault tree analysis is used to systematically identify and decompose DFPC-related risks. Second, a Bayesian network (BN) is constructed based on the fault tree to model interactions among risks, and structural learning techniques are applied to optimize the BN structure. An analytic hierarchy process (AHP) is then used to assign prior probabilities, enabling the identification of critical risk factors. To validate the framework, numerical simulations are used to analyze the impact of support failures on pit stability. The results show that mid-span support failures have the greatest influence. Two DFPC layouts are simulated to assess the effects of failure location and pit spacing. When the spacing is 0.10H (H = excavation depth), failures in a subpit’s mid-support cause the most severe impact on adjacent pits. These results confirm the framework’s effectiveness in evaluating DFPC risk.

BuildingsVol. 15(18)
China University of Geosciences (Beijing) (CN), Beijing University of Technology (CN)
Openalex Percentile: Top 69%
Drilling and Well Engineering
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Integrating Bayesian Networks and Numerical Simulation for Risk Assessment of Deep Foundation Pit Clusters — Yanlin Li, Zhuo Zheng, et al. · Buildings (2025) | TGRS Research Map | TGRS