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Title Interaction and control measures of shallow-buried shield twin tunnels with small clear-distance // Magazine of Civil Engineering. – 2021. – № 8 (108). — С. 10801
Creators Liu S. H. ; Shi Y. ; Zhao Y. D. ; Sun R.
Imprint 2021
Collection Общая коллекция
Subjects Транспорт ; Транспортные сооружения ; tunnels ; twin tunnels ; shield tunnels ; shallow tunnels ; tunnel control ; tunnels with low clearance ; тоннели ; сдвоенные тоннели ; щитовые тоннели ; мелкозаглубленные тоннели ; тоннельный контроль ; тоннели с малым просветом
UDC 624
LBC 39.11
Document type Article, report
Language English
DOI 10.34910/MCE.108.1
Rights Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key RU\SPSTU\edoc\67987
Record create date 3/23/2022

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When constructing small clear-distance tunnels in complex geotechnical conditions, there are many challenges including intolerable ground movement, face failure, and potential damage to adjacent tunnel. This paper focused on the study of small clear-distance shield tunnel construction in the typical upper-soft and lower-hard stratum. Numerical analyses are conducted to estimate the influence of the new tunneling on the existing tunnel. In addition, partition wall accompanied by cement-soil mixing pile is adopted as the control measure. The results demonstrate that the construction of the new tunnel has a big impact on the stability of the existing tunnel. The seal roof block should not be placed on the top region. The obviously influenced region of the existing tunnel agrees with the excavation diameter of the new tunnel, so monitoring in this region should be strengthened. Moreover, the safety control effect has been verified by numerical analysis and field test. This study provides a basis for the design and construction of tunnels with shallow buried depths and small clear-distances.

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  • Interaction and control measures of shallow-buried shield twin tunnels with small clear-distance
    • 1. Introduction
    • 2. Methods
      • 2.1. Formulation of the problem
      • 2.2. Method for solving the problem
      • 2.3. Three-dimensional Finite Element Model
    • 3. Results and Discussion
      • 3.1. The Settlement Troughs
      • 3.2. Displacement and internal force of the first tunnel
      • 3.3. Safety control effect
    • 4. Conclusions
    • 5. Acknowledgments
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