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Author:

Zhang, Ming-Ju (Zhang, Ming-Ju.) (Scholars:张明聚) | Gao, Xin-Jun (Gao, Xin-Jun.) | Guo, Yan-Jing (Guo, Yan-Jing.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Based on the theory of limit equilibrium, a stress analysis was presented to study the water burst mechanism in normal geologyical condition and fault disruption zone during crossing undersea tunnel, then critical water inrush pressure formula of undersea tunnel was given. Finally, a calculation and water inrush risk forecast is made in two deep weathered rocks and sections of Xiang'an tunnel. In conclusion, in normal geologyical conditon, critical water pressure decreases with the increase of tunnel radius, increases with the increase of uniaxial compressive strength of surrounding rocks and depth of the tunnel respectively; in fault disruption zone, when the obliquity of disruption zone is bigger than or equal to angle of internal friction, water inrush is likely to occur. Water inrush is more possible to occur with increasing obliquity of disruption zone and minishing angle of internal friction.

Keyword:

Forecasting Compressive strength Stress analysis Pressure Underwater structures Failure analysis Internal friction Tunnels Risks Weathering Rocks

Author Community:

  • [ 1 ] [Zhang, Ming-Ju]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Gao, Xin-Jun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Guo, Yan-Jing]Zhongtie 22nd Bureau Group Limited Company, Beijing 100043, China

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2007

Issue: 3

Volume: 33

Page: 273-277

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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