[1]吴波,周路,刘聪.隧道管棚支护技术方案优化[J].福建工程学院学报,2022,20(04):354-361.[doi:10.3969/j.issn.1672-4348.2022.04.008]
 WU Bo,ZHOU Lu,LIU Cong.Optimization of technical solutions for tunnel tube shed support[J].Journal of FuJian University of Technology,2022,20(04):354-361.[doi:10.3969/j.issn.1672-4348.2022.04.008]
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隧道管棚支护技术方案优化()
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《福建工程学院学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第20卷
期数:
2022年04期
页码:
354-361
栏目:
出版日期:
2022-08-25

文章信息/Info

Title:
Optimization of technical solutions for tunnel tube shed support
作者:
吴波周路刘聪
东华理工大学土木与建筑工程学院
Author(s):
WU Bo ZHOU Lu LIU Cong
School of Civil & Architecture Engineering, East China University of Technology
关键词:
公路隧道管棚支护方案改进TOPSIS法正交实验组合赋权
Keywords:
highway tunnel tube shed support program improved TOPSIS method orthogonal experiments combined weighting
分类号:
U455.49
DOI:
10.3969/j.issn.1672-4348.2022.04.008
文献标志码:
A
摘要:
依托大石包隧道进口段工程项目,以管棚支护技术为研究对象,选择外插角、拱顶加固范围、环向间距和拱顶加固距离为影响隧道稳定性的主要评价指标,借助ABAQUS 数值软件进行正交试验,采用CRITIC 法求解客观权重,结合G1 法所求的主观权重在引入博弈论后进行权重组合优化,并基于改进TOPSIS 法加权后探讨了在多因素同时改变的管棚支护工况下各评价指标的变化情况。 最后对各工况结果进行分析,确定最优方案,将最优方案与实测数据进行对比,验证了该方法的可行性,可为类似隧道工程提供参考。
Abstract:
Based on the tunnel project of the inlet section of Dashibao, the tube shed support technology was used as the research object, and the outer insertion angle, vault reinforcement range, circumferential spacing and vault reinforcement distance were selected as the main factors affecting the stability of the tunnel. Orthogonal tests were conducted with the help of ABAQUS numerical software, and the objective weights were solved by the CRITIC method. Combined with the subjective weights obtained by the G1 method, weight combination optimization was carried out after the introduction of game theory. Changes of each evaluation index under the working condition of the tube shed support with multiple factors changed simultaneously are discussed based on the improved TOPSIS method. Finally, results of different working conditions were analyzed, the optimal scheme was determined, and the optimal scheme was compared with the measured data to verify the feasibility of the method, which can provide reference for similar projects in the future.

参考文献/References:

[1] 滕丽, 张桓. 盾构穿越砂卵石地层地表沉降特征细宏观分析[J]. 岩土力学, 2012, 33(4): 1141-1150, 1160.[2] 阳超, 王玉锁, 张雪松, 等. 砂卵石地层暗挖隧道超前管棚支护技术研究[J]. 现代隧道技术, 2019, 56(S2): 299-307.[3] 代聪, 何川, 刘川昆, 等. 管棚布设范围对软岩隧道围岩稳定性影响研究[J]. 隧道建设:中英文, 2019, 39(9): 1437-1444.[4] 方智淳, 朱正国, 马超义, 等. 岩溶隧道超前加固方案比选[J]. 铁道建筑, 2020, 60(10): 65-67.[5] 仇文革, 万世付, 高刚刚, 等. 砂卵石地层盾构隧道下穿铁路咽喉区地表沉降控制研究[J]. 现代隧道技术, 2021, 58(5): 37-45.[6] 岳洪武, 苗苗. 浅埋暗挖软岩隧道管棚预注浆加固效果分析[J]. 现代隧道技术, 2021, 58(2): 111-117, 134.[7] 〖JP3〗吴波, 路明, 雷领, 等. 基于改进TOPSIS法研究隧道施工方案优化[J]. 铁道科学与工程学报, 2020, 17(6): 1471-1479.[8] 颜文. 基于改进TOPSIS决策方法的铁路线路方案优选研究[J]. 铁道建筑, 2021, 61(6): 147-150, 157.[9] 吴波, 路明, 吴昱芳, 等. 基于改进TOPSIS法研究隧道施工时空效应[J]. 铁道工程学报, 2020, 37(5): 42-46, 64.[10] 何乐平, 徐应东, 胡启军, 等. 基于博弈论-云模型的软岩隧道大变形风险评估[J]. 现代隧道技术, 2021, 58(6): 85-94.[11] 侯克鹏, 王黎蝶. 基于改进的FAHP-CRITIC法与云理论的露天矿边坡危险性评估模型[J]. 安全与环境学报, 2021, 21(6): 2443-2451.[12] SUN W H, LI D, LIU P. A decision-making method for Sponge City design based on grey correlation degree and TOPSIS method[J]. Journal of Interdisciplinary Mathematics, 2018, 21(4): 1031-1042.

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更新日期/Last Update: 2022-08-25