Multi-source data integration and multi-scale modeling framework for progressive prediction of complex geological interfaces in tunneling

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

  • Jingxiao Wang
  • Peinan Li
  • Xiaoying Zhuang
  • Xiaojun Li
  • Xi Jiang
  • Jun Wu

Organisationseinheiten

Externe Organisationen

  • Tongji University
  • Donghua University
  • Hong Kong Polytechnic University
  • Shanghai Normal University
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Seiten (von - bis)1-25
Seitenumfang25
FachzeitschriftUnderground Space (China)
Jahrgang15
Frühes Online-Datum7 Sept. 2023
PublikationsstatusVeröffentlicht - Apr. 2024

Abstract

A reliable geological model plays a fundamental role in the efficiency and safety of mountain tunnel construction. However, regional models based on limited survey data represent macroscopic geological environments but not detailed internal geological characteristics, especially at tunnel portals with complex geological conditions. This paper presents a comprehensive methodological framework for refined modeling of the tunnel surrounding rock and subsequent mechanics analysis, with a particular focus on natural space distortion of hard-soft rock interfaces at tunnel portals. The progressive prediction of geological structures is developed considering multi-source data derived from the tunnel survey and excavation stages. To improve the accuracy of the models, a novel modeling method is proposed to integrate multi-source and multi-scale data based on data extraction and potential field interpolation. Finally, a regional-scale model and an engineering-scale model are built, providing a clear insight into geological phenomena and supporting numerical calculation. In addition, the proposed framework is applied to a case study, the Long-tou mountain tunnel project in Guangzhou, China, where the dominant rock type is granite. The results show that the data integration and modeling methods effectively improve model structure refinement. The improved model's calculation deviation is reduced by about 10% to 20% in the mechanical analysis. This study contributes to revealing the complex geological environment with singular interfaces and promoting the safety and performance of mountain tunneling.

ASJC Scopus Sachgebiete

Zitieren

Multi-source data integration and multi-scale modeling framework for progressive prediction of complex geological interfaces in tunneling. / Wang, Jingxiao; Li, Peinan; Zhuang, Xiaoying et al.
in: Underground Space (China), Jahrgang 15, 04.2024, S. 1-25.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Wang J, Li P, Zhuang X, Li X, Jiang X, Wu J. Multi-source data integration and multi-scale modeling framework for progressive prediction of complex geological interfaces in tunneling. Underground Space (China). 2024 Apr;15:1-25. Epub 2023 Sep 7. doi: 10.1016/j.undsp.2023.08.006
Wang, Jingxiao ; Li, Peinan ; Zhuang, Xiaoying et al. / Multi-source data integration and multi-scale modeling framework for progressive prediction of complex geological interfaces in tunneling. in: Underground Space (China). 2024 ; Jahrgang 15. S. 1-25.
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title = "Multi-source data integration and multi-scale modeling framework for progressive prediction of complex geological interfaces in tunneling",
abstract = "A reliable geological model plays a fundamental role in the efficiency and safety of mountain tunnel construction. However, regional models based on limited survey data represent macroscopic geological environments but not detailed internal geological characteristics, especially at tunnel portals with complex geological conditions. This paper presents a comprehensive methodological framework for refined modeling of the tunnel surrounding rock and subsequent mechanics analysis, with a particular focus on natural space distortion of hard-soft rock interfaces at tunnel portals. The progressive prediction of geological structures is developed considering multi-source data derived from the tunnel survey and excavation stages. To improve the accuracy of the models, a novel modeling method is proposed to integrate multi-source and multi-scale data based on data extraction and potential field interpolation. Finally, a regional-scale model and an engineering-scale model are built, providing a clear insight into geological phenomena and supporting numerical calculation. In addition, the proposed framework is applied to a case study, the Long-tou mountain tunnel project in Guangzhou, China, where the dominant rock type is granite. The results show that the data integration and modeling methods effectively improve model structure refinement. The improved model's calculation deviation is reduced by about 10% to 20% in the mechanical analysis. This study contributes to revealing the complex geological environment with singular interfaces and promoting the safety and performance of mountain tunneling.",
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author = "Jingxiao Wang and Peinan Li and Xiaoying Zhuang and Xiaojun Li and Xi Jiang and Jun Wu",
note = "Funding Information: This work was supported by the National Natural Science Foundation of China, China (Grant No. 41827807), the “Social Development Project of Science and Technology Commission of Shanghai Municipality, China (Grant No. 21DZ1201105)”, “The Fundamental Research Funds for the Central Universities, China (Grant No. 21D111320)”, and the “Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, China (Grant No. 2022ZDK018)”. ",
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AU - Wang, Jingxiao

AU - Li, Peinan

AU - Zhuang, Xiaoying

AU - Li, Xiaojun

AU - Jiang, Xi

AU - Wu, Jun

N1 - Funding Information: This work was supported by the National Natural Science Foundation of China, China (Grant No. 41827807), the “Social Development Project of Science and Technology Commission of Shanghai Municipality, China (Grant No. 21DZ1201105)”, “The Fundamental Research Funds for the Central Universities, China (Grant No. 21D111320)”, and the “Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, China (Grant No. 2022ZDK018)”.

PY - 2024/4

Y1 - 2024/4

N2 - A reliable geological model plays a fundamental role in the efficiency and safety of mountain tunnel construction. However, regional models based on limited survey data represent macroscopic geological environments but not detailed internal geological characteristics, especially at tunnel portals with complex geological conditions. This paper presents a comprehensive methodological framework for refined modeling of the tunnel surrounding rock and subsequent mechanics analysis, with a particular focus on natural space distortion of hard-soft rock interfaces at tunnel portals. The progressive prediction of geological structures is developed considering multi-source data derived from the tunnel survey and excavation stages. To improve the accuracy of the models, a novel modeling method is proposed to integrate multi-source and multi-scale data based on data extraction and potential field interpolation. Finally, a regional-scale model and an engineering-scale model are built, providing a clear insight into geological phenomena and supporting numerical calculation. In addition, the proposed framework is applied to a case study, the Long-tou mountain tunnel project in Guangzhou, China, where the dominant rock type is granite. The results show that the data integration and modeling methods effectively improve model structure refinement. The improved model's calculation deviation is reduced by about 10% to 20% in the mechanical analysis. This study contributes to revealing the complex geological environment with singular interfaces and promoting the safety and performance of mountain tunneling.

AB - A reliable geological model plays a fundamental role in the efficiency and safety of mountain tunnel construction. However, regional models based on limited survey data represent macroscopic geological environments but not detailed internal geological characteristics, especially at tunnel portals with complex geological conditions. This paper presents a comprehensive methodological framework for refined modeling of the tunnel surrounding rock and subsequent mechanics analysis, with a particular focus on natural space distortion of hard-soft rock interfaces at tunnel portals. The progressive prediction of geological structures is developed considering multi-source data derived from the tunnel survey and excavation stages. To improve the accuracy of the models, a novel modeling method is proposed to integrate multi-source and multi-scale data based on data extraction and potential field interpolation. Finally, a regional-scale model and an engineering-scale model are built, providing a clear insight into geological phenomena and supporting numerical calculation. In addition, the proposed framework is applied to a case study, the Long-tou mountain tunnel project in Guangzhou, China, where the dominant rock type is granite. The results show that the data integration and modeling methods effectively improve model structure refinement. The improved model's calculation deviation is reduced by about 10% to 20% in the mechanical analysis. This study contributes to revealing the complex geological environment with singular interfaces and promoting the safety and performance of mountain tunneling.

KW - Geological modeling

KW - Mountain tunnel

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