Construction monitoring and analysis of low mountain ridge tunnel

• Autorzy: Ouyang Jian , Wang Haijun , Wu Luxiang , Zhang Kexin , Xue Xingwei

Identyfikatory

DOI

10.24425/ace.2024.148929

• Języki publikacji: EN

Abstrakty

EN

In order to obtain the change rule of surrounding rock structure displacement and supporting structure internal force with time during the construction of the low mountain ridge tunnel, this paper relies on the Xishan Tunnel Project as the background. During tunneling, the displacement around the tunnel, the subsidence of the surface, the internal force of the steel arch and the pressure between the two layers of support are monitored dynamically. According to the above monitoring and measurement data, and the monitoring data analysis and nonlinear regression fitting, the predicted trend curve is obtained, the displacement change rules and characteristics of various surrounding rocks of the tunnel are obtained, to ensure the construction safety and stability requirements of supporting structure, and to provide a reasonable opportunity for the construction of secondary lining.

Słowa kluczowe

EN

low mountain ridge tunnel; monitoring; measurement; regression analysis

PL

tunel w niskiej grani górskiej; monitorowanie; pomiar; analiza regresji

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2024
• Tom: Vol. 70, nr 1
• Strony: 573--587
• Opis fizyczny: Bibliogr. 22 poz., rys., tab.

Twórcy

autor

Ouyang Jian

• Engineering Department, Guangzhou Expressway Co., LTD, China

• https://orcid.org/0009-0007-1214-0333

autor

Wang Haijun

• Engineering Department, Guangzhou Expressway Co., LTD, China

• https://orcid.org/0009-0009-3982-0034

autor

Wu Luxiang

• Engineering Department, Guangzhou Expressway Co., LTD, China

• https://orcid.org/0009-0006-5346-3238

autor

Zhang Kexin

• School of Transportation and Surveying Engineering, Shenyang Jianzhu University, China

• https://orcid.org/0000-0001-6610-0045

autor

Xue Xingwei

• School of Transportation and Surveying Engineering, Shenyang Jianzhu University, China

• https://orcid.org/0000-0002-8605-1196

Bibliografia

• [1] Zhang, Jiesheng, and Yongzheng Qi, “Research on the intelligent positioning method of tunnel excavation face”, Archives of Civil Engineering, vol. LXIX , no. 3, pp. 431–441, 2022, doi: 10.24425/ace.2023.146069.
• [2] H. Yoshimura, T. Yuki, Y. Yamada, “Analysis and monitoring of the Miyana railway tunnel constructed using the New Austrian tunnelling method”, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, vol.23, no.1, pp. 67–75, Pergamon, 1986, doi: 10.1016/0148-9062(86)91667-0.
• [3] Zou, Bao, “A comparative analysis of artificial neural network predictive and multiple linear regression models for ground settlement during tunnel construction”, Archives of Civil Engineering, vol. 69, no. 2, pp. 503–515, 2023, doi: 10.24425/ace.2023.145281.
• [4] R. Bernard, J. Pacovsky and I. Zemánek, “Geo-monitoring performed during the construction of theValík highway tunnels”, Tunnelling and Underground Space Technology, vol. 21, no. 3–4, 2006, doi: 10.1016/j.tust.2005.12.007.
• [5] S. Robert and M. Josef P., “New Approach of ASFINAG for Tunnel Construction Monitoring of the Tauern Tunnel Project in Austria”, 2009 Rapid Excavation and Tunneling Conference – Proceedings, 2009.
• [6] R. Hafeezur, “Numerical evaluation of new Austrian tunneling method excavation sequences: A case study”, International Journal of Mining Science and Technology, vol. 30, no. 3, pp. 381–386, 2020, doi: 10.1016/j.ijmst.2020.03.009.
• [7] B.G. He, X.W. Zhang and H.P. Li, “Ground load on tunnels built using new Austrian tunneling method: study of a tunnel passing through highly weathered sandstone”, Bulletin of Engineering Geology and the Environment, vol. 78, no.8, pp. 6221–6234, 2019, doi: 10.1007/s10064-019-01499-x.
• [8] X.L. Wang, “Geohazards, reflection and challenges in mountain tunnel construction of China: a data collection from 2002 to 2018”, Geomatics, Natural Hazards and Risk, vol. 11, no.1, pp. 766–785, 2020, doi: 10.1080/19475705.2020.1747554.
• [9] H.H. Zhu, J.X. Yan and W.H. Liang, “Challenges and development prospects of ultra-long and ultra-deep mountain tunnels”, Engineering, vol. 5, no. 3, pp. 384–392, 2019, doi: 10.1016/j.eng.2019.04.009.
• [10] B. Du, Y. Du, F. Xu and P. He, “Conception and Exploration of Using Data as a Service in Tunnel Construction with the NATM”, Engineering, vol. 4, no. 1, pp. 123–130, 2018, doi: 10.1016/j.eng.2017.07.002.
• [11] Z. Guan, Y. Jiang and Y. Tanabashi, “A new rheological model and its application in mountain tunnelling”, Tunnelling and Underground Space Technology, vol. 23, no. 3, pp. 292–299, 2008, doi: 10.1016/j.tust.2007.06.003.
• [12] J. Zhou, X.Yang and J. Guo, “Stability predictions for excavations of mountain tunnels based on BQ method and its field verification”, Engineering Failure Analysis, vol. 141: 106727, 2022, doi: 10.1016/j.engfailanal.2022.106727.
• [13] K. Miura, “Design and construction of mountain tunnels in Japan”, Tunnelling and Underground Space Technology, vol. 18, no. 2-3, pp. 115–126, 2003, doi: 10.1016/S0886-7798(03)00038-5.
• [14] C. Liu, D. Zhang and S. Zhang, “Characteristics and treatment measures of lining damage:Acase study on a mountain tunnel”, Engineering Failure Analysis, vol. 128: 105595, 2021, doi: 10.1016/j.engfailanal.2021.105595.
• [15] J. Lai, X. Wang and J. Qiu, “Extreme deformation characteristics and countermeasures for a tunnel in difficult grounds in southern Shaanxi, China”, Environmental Earth Sciences, vol. 77, no. 19, pp. 1–14, 2018, doi: 10.1007/s12665-018-7888-2.
• [16] W. Lienhart, F. Buchmayer and F. Klug, “Distributed Fiber Optic Sensing on a Large Tunnel Construction Site: Increased Safety, More Efficient Construction and Basis for Condition-Based Maintenance”, International Conference on Smart Infrastructure and Construction 2019 (ICSIC) Driving data-informed decision-making, ICE Publishing, pp. 595–604, 2019, doi: 10.1680/icsic.64669.595.
• [17] J. Lv, Y. Wu and X. Li, “Mechanical deformation mechanism and verification of sections at junctions of light and dark tunnel in a mountain area”, Journal of Vibroengineering, vol. 21, no. 4, pp. 962–973, 2019, doi: 10.21595/jve.2018.20285.
• [18] T. Kamikoshi, O. Takei and Y. Yoshikawa, “Construction of a mountain tunnel in the neighboring of residential areas”, Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art, CRC Press, pp. 5730–5739, 2019.
• [19] X.X. Tian, Z.P. Song and H.Z. Wang, “Evolution characteristics of the surrounding rock pressure and construction techniques: A case study from Taoshuping tunnel”, Tunnelling and Underground Space Technology, vol. 125: 104522, 2022, doi: 10.1016/j.tust.2022.104522.
• [20] X.L. Zhang, H.Y. Guo, L.C. Ye and X.L. Zhang, “Study on The Evaluation of Surrounding Rock Stability and Limit Displacement of High-Pressure Stratum Tunnel”, IOP Conference Series: Earth and Environmental Science, vol. 643, no. 1, IOP Publishing, 2021, doi: 10.1088/1755-1315/643/1/012055.
• [21] Y. Wang, J. Li and Z.F. Wang, “Structural failures and geohazards caused by mountain tunnel construction in fault zone and its treatment measures: A case study in Shaanxi”, Engineering Failure Analysis, vol. 138: 106386, 2022, doi: 10.1016/j.engfailanal.2022.106386.
• [22] J.K. Michael, “Monitoring ground deformation in tunnelling: Current practice in transportation tunnels”, Engineering Geology, vol. 79, pp. 93–113, 2005, doi: 10.1016/j.enggeo.2004.10.011.

Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).