土工基础 ›› 2022, Vol. 36 ›› Issue (6): 925-931.

• 专题论述 • 上一篇    下一篇

改进模糊综合评价法在基坑稳定评估中的应用

张 凯1,刘铁新1,张正虎2,梁正召2,韩 鞠3,詹必雄3   

  1. (1.大连海事大学 土木工程系,辽宁大连 116026;2.海岸和近海工程国家重点实验室(大连理工大学),辽宁大连 116024;3.中建一局集团建设发展有限公司,北京 100102)
  • 收稿日期:2022-04-14 修回日期:2022-04-19 出版日期:2022-12-31 发布日期:2022-12-28
  • 通讯作者: 刘铁新(1988-),男,讲师,博士,研究方向为工程地质、岩体稳定性。
  • 作者简介:张 凯(1995-),男,硕士研究生,研究方向为基坑稳定性评估。
  • 基金资助:
    中国建筑一局(集团)有限公司一般课题(KJYF-2019-12)

Improved Fuzzy Comprehensive Evaluation Method in Deep Excavation Stability Assessment

ZHANG Kai1, LIU Tiexin1, ZHANG Zhenghu2, LIANG Zhengzhao2, HAN Ju3, ZHAN Bixiong3   

  1. (1.Department of Civil Engineering, Dalian Maritime University, Dalian 116026;
    2.State Key Laboratory of the Coastal and Nearshore Engineering, Dalian University of Technology, Dalian 116024;
    3.China Construction First Group Construction & Development Co. Ltd., Beijing 100102)
  • Received:2022-04-14 Revised:2022-04-19 Online:2022-12-31 Published:2022-12-28

摘要: 深基坑监测数据直接反映相应部位岩土体的受力和变形,综合考虑不同类型、不同部位监测数据的变化规律对深基坑整体稳定性评估具有重要的工程价值和科学意义。然而,目前的相关研究对此缺乏系统的定量考虑。基于此,提出了改进的熵权层次分析模糊综合评价模型,并建立深基坑施工安全状态等级评定参考指标,从权重角度对不同类型、不同部位监测数据进行客观地整体性考量,研究深基坑工程的稳定性情况。利用差异系数ρ对层次分析法和熵权法计算得出的各项指标权重进行线性加权组合,增强指标权重确定的客观性,获得综合权重值;同时,结合风险发生的概率和事故破坏损失程度,建立了深基坑施工安全状态等级评定表;在此基础上进行模糊综合评判完成对深基坑工程的稳定性评价。以深圳某深基坑工程为例,展示了该方法的实用性。研究表明,该评价方法对指标权重赋值更为客观,安全等级评定指标划分更为细致。该方法可以为深基坑工程的稳定性评价提供定量参考和理论支撑。


关键词: 深基坑, 稳定性评估, 监测数据, 熵权, 层次分析

Abstract: The deep excavation monitoring data directly reflect the force and deformation of the geotechnical materials in the corresponding locations. It is of great engineering value and scientific significance to evaluate the overall stability of the deep excavation by considering the variation of the monitoring data of different types and locations. However, the current relevant research lacks systematic quantitative consideration in this regard. Based on this, an improved entropy-weightedhierarchical analysis fuzzy comprehensive evaluation model is proposed, and reference indices are established to evaluate the safety status of the deep excavation construction. The stability of deep excavation projects is studied by considering the monitoring data of different types and locations objectively and holistically from the perspective of weights. By using the difference coefficient, the weights of indicators calculated by the hierarchical analysis and the entropy weighting method are linearly weighted together to enhance the objectivity of determining the weights of indicators and obtain the comprehensive weight value. Meanwhile, the safety status evaluation table of the deep excavation is established by combining the probability of risk occurrence and the degree of accident damage loss. On this basis, the fuzzy comprehensive evaluation is completed to evaluate the stability of deep excavation. A deep excavation project in Shenzhen is presented in this paper as an example to demonstrate the practicality of the method. The study shows that the evaluation method is more objective in assigning the index weights and more detailed in dividing the safety level evaluation indexes. The method can provide quantitative reference and theoretical support for the stability evaluation of deep foundation pit projects.

Key words: Deep Excavation, Security Assessment, Monitoring Data, Entropy Weight, Analytical Hierarchy Process

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