Citation: Rui Chen, Zhihua Wang, Zekun Zhang, Cheng Zhou. Research on Complex Network Modeling and Correlation Analysis of Tunneling Parameters of Super Large Diameter Shield. Journal of Information Technologyin Civil Engineering and Architecture, 2022, 14(3): 34-43. doi: 10.16670/j.cnki.cn11-5823/tu.2022.03.05
2022, 14(3): 34-43. doi: 10.16670/j.cnki.cn11-5823/tu.2022.03.05
Research on Complex Network Modeling and Correlation Analysis of Tunneling Parameters of Super Large Diameter Shield
1. | School of Civil and Hydraulic Engineering, Huazhong University of Science and Technology, Wuhan 430074, China |
2. | Shanghai Tunnel Engineering Co., Ltd., Shanghai 200032, China |
At present, the understanding of shield construction conditions is mainly based on the data returned by shield machine sensors. However, the variety of shield parameters and the large amount of data make it difficult to directly obtain valuable information from them, especially for super large diameter shields. This paper proposes a method for constructing a Partial Correlation Threshold Network (Partial Correlation Threshold Network, PCTN) based on the tunneling parameters of a super large diameter shield, and introduces the commonly used indicators for quantitative analysis of network topology. Finally, based on the measured data of a super large-diameter cross-river shield tunnel project, a shield parameter network diagram is drawn. By obtaining the macro index of the shield parameter network and the statistical index of the shield parameter itself, the relationship with the excavation surface pressure is analyzed. Correlation of fluctuations. This article provides help for more in-depth exploration of the interaction mechanism between parameters, and the prediction of the stability of the excavation face.
[1] |
李俊逸. 复合地层土压平衡盾构隧道掘进参数与安全控制技术研究[D]. 西安: 西安交通大学, 2015. |
[2] |
郑刚, 路平, 曹剑然. 基于盾构机掘进参数对地表沉降影响敏感度的风险分析[J]. 岩石力学与工程学报, 2015(s1): 3604-3612. |
[3] |
周诚. 地铁盾构施工地表变形时空演化规律与预警研究[D]. 华中科技大学图书馆, 2011. |
[4] |
袁大军, 沈翔, 刘学彦, 等. 泥水盾构开挖面稳定性研究. 中国公路学报, 2017, 30(8): 24-37.doi: 10.3969/j.issn.1001-7372.2017.08.003 |
[5] |
王平. 中国超大直径盾构法隧道市场发展形势分析. 建筑科技, 2020, 4(1): 42-46.doi: 10.3969/j.issn.1007-046X.2020.01.014 |
[6] |
廖利钊, 陶冶, 刘辉. 基于多元回归分析的泥水盾构施工参数分析[J]. 土木建筑工程信息技术, 2016, 8(3): 96-101. |
[7] |
Liu W, Ding L. Global sensitivity analysis of influential parameters for excavation stability of metro tunnel. Automation in Construction, 2020, 113: 103080.doi: 10.1016/j.autcon.2020.103080 |
[8] |
KENETT, DROR Y, TUMMINELLO, et al. Dominating Clasp of the Financial Sector Revealed by Partial Correlation Analysis of the Stock Market[J]. PLoS ONE, 2010, 5. |
[9] |
DE LA FUENTE A, BING N, HOESCHELE I, MENDES P. Discovery of meaningful associations in genomic data using partial correlation coefficients[J]. Bioinformatics. 2004, 20(18): 3565-74.doi: 10.1093/bioinformatics/bth445 |
[10] |
SHAPIRA Y, KENETT D Y, BEN-JACOB E. The Index cohesive effect on stock market correlations[J]. European Physical Journal B, 2009, 72(4): 657.doi: 10.1140/epjb/e2009-00384-y |
[11] |
Metrics
- PDF Downloads(34)
- Abstract views(1574)
- HTML views(780)