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基于博弈论组合赋权法的富水粉砂土深基坑稳定性评价

梁秀峰 吴兴欢

河南城建学院学报2025,Vol.34Issue(3):52-59,8.
河南城建学院学报2025,Vol.34Issue(3):52-59,8.DOI:10.14140/j.cnki.hncjxb.2025.03.008

基于博弈论组合赋权法的富水粉砂土深基坑稳定性评价

Evaluation of deep foundation pit stability in water-rich silty sand layers based on game theory combination weighting method

梁秀峰 1吴兴欢2

作者信息

  • 1. 河北地质大学城市地质与工程学院,河北石家庄 050030
  • 2. 河北省地下人工环境智慧开发与管控技术创新中心,河北 石家庄 050030
  • 折叠

摘要

Abstract

To address the issue of imbalanced weights from subjective and objective weighting methods in eval-uation of deep foundation pits stability in water-rich silty sand layers,this study proposes a combination weigh-ting method based on game theory.The method integrates the Analytic Hierarchy Process(AHP),entropy weight,CRITIC,and Principal Component Analysis(PCA)to comprehensively consider numerical relativity,data information volume,volatility,and information condensation,thereby obtaining optimal combination weights.Grey relational analysis is employed to assess the relative stability of working faces in deep foundation pits,while cloud modeling determines stability levels.Applied to the"Heat Source Replacement"centralized heating project in Julu County,the results demonstrate that horizontal displacement at the pile top exerts the most significant influence on the stability of deep foundation pit excavation in water-rich silty sand.The model evaluation classifies the excavation state as"very stable",which aligns with field observations,thereby valida-ting the method's effectiveness in enhancing the reliability of deep foundation pit stability assessments.

关键词

深基坑/稳定性/博弈论/组合赋权/灰色关联/云模型

Key words

deep foundation pit/stability/game theory/combination weighting method/grey relational analysis/cloud model

分类

土木建筑

引用本文复制引用

梁秀峰,吴兴欢..基于博弈论组合赋权法的富水粉砂土深基坑稳定性评价[J].河南城建学院学报,2025,34(3):52-59,8.

基金项目

河北省教育厅科学研究项目(BJS2024086) (BJS2024086)

河南城建学院学报

1674-7046

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