• 中国科学引文数据库(CSCD)来源期刊
  • 中文核心期刊中文科技核心期刊
  • Scopus RCCSE中国核心学术期刊
  • 美国EBSCO数据库 俄罗斯《文摘杂志》
  • 《日本科学技术振兴机构数据库(中国)》
二维码

隧道建设(中英文) ›› 2023, Vol. 43 ›› Issue (11): 1862-1871.DOI: 10.3973/j.issn.2096-4498.2023.11.006

• 研究与探索 • 上一篇    下一篇

基于非线性模糊层次分析法的盾构施工风险评价研究

郭宏斌1, 宋战平1, *, 孟晨2, 王军保1, 3, 刘乃飞1, 3, 郭德赛4   

  1. 1. 西安建筑科技大学土木工程学院, 陕西 西安 710055; 2. 陕西省引汉济渭工程建设有限公司, 陕西 西安 710055 ;3. 陕西省岩土与地下空间工程重点实验室, 陕西 西安 710055;  4. 湖南大学土木工程学院, 湖南 长沙 410082
  • 出版日期:2023-11-20 发布日期:2023-12-08
  • 作者简介:郭宏斌(1996—),男,甘肃天水人,西安建筑科技大学土木工程专业在读硕士,研究方向为隧道工程、地下空间等。Email: 1720514047@qq.com。 *通信作者: 宋战平, Email: songzhpyt@xauat.edu.cn。

Shield Tunneling Risk Assessment Based on Nonlinear Fuzzy Analytic Hierarchy Method

GUO Hongbin1, SONG Zhanping1, *, MENG Chen2, WANG Junbao1, 3, LIU Naifei1, 3, GUO Desai4   

  1. (1. College of Civil Engineering, Xi′an University of Architecture and Technology, Xian 710055, Shaanxi, China; 2. Hanjiang to Weihe River Water Diversion Project Construction Co., Ltd., Shaanxi Province, Xian 710055, Shaanxi, China; 3. Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering, Xian 710055, Shaanxi, China; 4. College of Civil Engineering, Hunan University, Changsha 410082, Hunan, China)
  • Online:2023-11-20 Published:2023-12-08

摘要: 为解决突出影响因素对盾构施工风险评价结果造成影响的问题,构建基于组合赋权-非线性FAHP的盾构施工风险评价模型。基于工作分解结构法和风险分解结构法依次对盾构施工过程和风险来源分解,进而将二者结合构建盾构施工风险评价指标体系。通过乘法集成法将主、客观权重结合计算得到组合权重;结合专家打分法得到隶属度向量构造模糊关系矩阵;引入非线性算子综合计算分析组合权重和模糊关系矩阵;根据最大隶属度原则,确定盾构施工的最终风险等级。将构建的新模型应用到贵阳市轨道交通3号线1期工程桐木岭站—桃花寨站盾构施工进行风险实例分析,得出风险评价等级为“中度风险”,与现场实际得出的风险等级相符合,讨论了新模型与传统模糊层次分析法的区别,进一步验证了新模型的科学性、可靠性。

关键词: 隧道工程, 盾构施工, 风险评价, 非线性, 模糊层次分析法

Abstract:

To explore the influence of primary influencing factors on the results of shieldtunneling risk assessment, a riskevaluation model is established based on a combined assignmentnonlinear fuzzy analytic hierarchy process(FAHP). The shieldtunneling process and risk sources are then decomposed using work and riskdecomposition structure methods, respectively, and the two are combined to construct a shieldtunneling riskassessment index system. A multiplicative integration method is used to combine the subjective and objective weights, and a fuzzy relationship matrix is constructed by combining the subordination vector obtained from the expert scoring method. The obtained combined weights and fuzzy relationship matrix are then analyzed by introducing a nonlinear operator. Next, the final risk level of shield tunneling is determined according to the principle of the maximum degree of subordination. The proposed model is applied to the shield tunneling of Phase 1 of the Guiyang Railway Transit Line 3 Project between the Tongmuling and Taohuazhai stations, and the riskassessment results show that the project displays a medium risk level, which is consistent with the risk level in the field.  The proposed model is compared with the conventional FAHP method, verifying the scientificity and reliability of the new model.

Key words: tunnel engineering, shield tunneling, risk assessment, nonlinear, fuzzy analytic hierarchy process