Numerical study on tunnel damage subject to blast-induced shock wave in jointed rock masses

•Damage of rock tunnel subject to blast-induced shock wave is modeled with UDEC.•Effects of joint properties on tunnel damage are investigated.•Effects of initial stress and scaled distance on tunnel damage are determined.•Bolt supporting to tunnel stability is modeled.•Modeling results are compared...

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Published inTunnelling and underground space technology Vol. 43; pp. 88 - 100
Main Authors Deng, X.F., Zhu, J.B., Chen, S.G., Zhao, Z.Y., Zhou, Y.X., Zhao, J.
Format Journal Article
LanguageEnglish
Published Kidlington Elsevier Ltd 01.07.2014
Elsevier
Subjects
Applied sciences
Bolting
Bolts
Building failures (cracks, physical changes, etc.)
Buildings. Public works
Circularity
Damage
Disturbed zones
Durability. Pathology. Repairing. Maintenance
Exact sciences and technology
Geotechnics
Initial stress
Joints
Mathematical models
Peak particle velocities
Rock
Scaled distance
Shock waves
Soil mechanics. Rocks mechanics
Stresses. Safety
Structural analysis. Stresses
Tunnel damage
Tunnels (transportation)
Tunnels, galleries
Tunnel damage
Initial stress
Scaled distance
Disturbed zones
Peak particle velocities
Bolts
Joints
Performance evaluation
Bolt
Impact study
Rock mass
Modeling
Velocity
Shock wave
Particle
Stress distribution
Failure analysis
Jointed rock
Numerical simulation
Distance
Tunnels
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Abstract •Damage of rock tunnel subject to blast-induced shock wave is modeled with UDEC.•Effects of joint properties on tunnel damage are investigated.•Effects of initial stress and scaled distance on tunnel damage are determined.•Bolt supporting to tunnel stability is modeled.•Modeling results are compared with other available data. In this study, numerical modeling on the damage of existing circular tunnel subject to blast-induced shock wave was carried out with DEM-based code UDEC. The disturbed zones including failure zones, open zones and shear zones around circular tunnel and peak particle velocities (PPVs) at tunnel surface are employed to analyze the damage of tunnel. The effects of joint spatial and mechanical properties, initial stress of rock mass, and magnitude of shock wave amplitude to damage of tunnel were evaluated in this study. The difference of damage between non-supported circular tunnel and bolt-supported circular tunnel subject to the same blast-induced shock wave was also studied. It is found that the orientations of joints in rock mass around the tunnel have great effects on tunnel damage. The initial stress around tunnel has relatively small influence on tunnel damage. The bolt support could greatly increase the stability of tunnel by changing the vibration form of particle velocity rather than the decreasing of PPV.
AbstractList •Damage of rock tunnel subject to blast-induced shock wave is modeled with UDEC.•Effects of joint properties on tunnel damage are investigated.•Effects of initial stress and scaled distance on tunnel damage are determined.•Bolt supporting to tunnel stability is modeled.•Modeling results are compared with other available data. In this study, numerical modeling on the damage of existing circular tunnel subject to blast-induced shock wave was carried out with DEM-based code UDEC. The disturbed zones including failure zones, open zones and shear zones around circular tunnel and peak particle velocities (PPVs) at tunnel surface are employed to analyze the damage of tunnel. The effects of joint spatial and mechanical properties, initial stress of rock mass, and magnitude of shock wave amplitude to damage of tunnel were evaluated in this study. The difference of damage between non-supported circular tunnel and bolt-supported circular tunnel subject to the same blast-induced shock wave was also studied. It is found that the orientations of joints in rock mass around the tunnel have great effects on tunnel damage. The initial stress around tunnel has relatively small influence on tunnel damage. The bolt support could greatly increase the stability of tunnel by changing the vibration form of particle velocity rather than the decreasing of PPV.
In this study, numerical modeling on the damage of existing circular tunnel subject to blast-induced shock wave was carried out with DEM-based code UDEC. The disturbed zones including failure zones, open zones and shear zones around circular tunnel and peak particle velocities (PPVs) at tunnel surface are employed to analyze the damage of tunnel. The effects of joint spatial and mechanical properties, initial stress of rock mass, and magnitude of shock wave amplitude to damage of tunnel were evaluated in this study. The difference of damage between non-supported circular tunnel and bolt-supported circular tunnel subject to the same blast-induced shock wave was also studied. It is found that the orientations of joints in rock mass around the tunnel have great effects on tunnel damage. The initial stress around tunnel has relatively small influence on tunnel damage. The bolt support could greatly increase the stability of tunnel by changing the vibration form of particle velocity rather than the decreasing of PPV.
Author Zhou, Y.X.
Deng, X.F.
Chen, S.G.
Zhao, J.
Zhu, J.B.
Zhao, Z.Y.
Author_xml – sequence: 1
  givenname: X.F.
  surname: Deng
  fullname: Deng, X.F.
  organization: China Tiesiju Civil Engineering Group Company, LTD., Hefei 230023, China
– sequence: 2
  givenname: J.B.
  surname: Zhu
  fullname: Zhu, J.B.
  email: jianbo.zhu@polyu.edu.hk
  organization: Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong
– sequence: 3
  givenname: S.G.
  surname: Chen
  fullname: Chen, S.G.
  organization: MOE Key Laboratory of Transportation Tunnel Engineering, Southwest Jiaotong University, Chengdu 610031, China
– sequence: 4
  givenname: Z.Y.
  surname: Zhao
  fullname: Zhao, Z.Y.
  organization: School of Civil and Environmental Engineering, Nanyang Technological University (NTU), Nanyang Avenue, Singapore 639798, Singapore
– sequence: 5
  givenname: Y.X.
  surname: Zhou
  fullname: Zhou, Y.X.
  organization: School of Civil and Environmental Engineering, Nanyang Technological University (NTU), Nanyang Avenue, Singapore 639798, Singapore
– sequence: 6
  givenname: J.
  surname: Zhao
  fullname: Zhao, J.
  organization: Department of Civil Engineering, Monash University, Building 60, Clayton, Melbourne, VIC 3800, Australia
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Keywords Tunnel damage
Initial stress
Scaled distance
Disturbed zones
Peak particle velocities
Bolts
Joints
Performance evaluation
Bolt
Impact study
Rock mass
Modeling
Velocity
Shock wave
Particle
Stress distribution
Failure analysis
Jointed rock
Numerical simulation
Distance
Tunnels
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Elsevier
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Snippet •Damage of rock tunnel subject to blast-induced shock wave is modeled with UDEC.•Effects of joint properties on tunnel damage are investigated.•Effects of...
In this study, numerical modeling on the damage of existing circular tunnel subject to blast-induced shock wave was carried out with DEM-based code UDEC. The...
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StartPage 88
SubjectTerms Applied sciences
Bolting
Bolts
Building failures (cracks, physical changes, etc.)
Buildings. Public works
Circularity
Damage
Disturbed zones
Durability. Pathology. Repairing. Maintenance
Exact sciences and technology
Geotechnics
Initial stress
Joints
Mathematical models
Peak particle velocities
Rock
Scaled distance
Shock waves
Soil mechanics. Rocks mechanics
Stresses. Safety
Structural analysis. Stresses
Tunnel damage
Tunnels (transportation)
Tunnels, galleries
Title Numerical study on tunnel damage subject to blast-induced shock wave in jointed rock masses
URI https://dx.doi.org/10.1016/j.tust.2014.04.004
https://www.proquest.com/docview/1642220214
Volume 43
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