Shock and Vibration

Anti-Vibration Theory and Technology in Underground Tunnels


Publishing date
01 Dec 2021
Status
Published
Submission deadline
06 Aug 2021

Lead Editor

1China University of Mining and Technology, Beijing, China

2Hohai University, Nanjing, China

3Central South University, Changsha, China

4Nagasaki University, Nagasaki, Japan


Anti-Vibration Theory and Technology in Underground Tunnels

Description

With the construction of a transportation network, underground tunnels are undergoing more challenges. One of the most significant issues is the influence of vibration load on the stability of support structures. Underground tunnels are mainly subjected to blasting vibration and artificial disturbance. According to the difference in frequency and amplitude of vibration load, the supporting structure, shallow surrounding rock, and deep surrounding rock of underground tunnels will be damaged and destroyed to different extents. If the effective supporting reinforcement is not carried out, the surrounding rock may be deformed greatly, even inducing rockburst. To improve construction in underground tunnel engineering, anti-vibration theory and technology of underground tunnel has become a popular topic of research in underground engineering.

Currently, the anti-vibration support theory of tunnel surrounding rocks is mainly based on yielding, energy absorption, high strength, integrity, and other ideas. Usually, high-strength support structures can maintain the deformation of surrounding rocks, while the energy absorption structure can absorb the energy transmitted by the vibration wave to ensure the stability of surrounding rocks. Therefore, many supporting structures and bolts with large deformation and energy absorption characteristics have become useful. Nowadays, further research has been conducted to enhance the anti-vibration performance of underground tunnels by carrying out large deformation energy absorption supporting measures.

The aim of this Special Issue is to bring together original research and review articles highlighting the latest theories, advanced monitoring equipment, and recent engineering problems and solutions. Submissions discussing laboratory testing, field investigations and computational methods are welcome.

Potential topics include but are not limited to the following:

  • Theories and methods improving the anti-vibration performance of underground tunnels
  • Physical model experiment, numerical simulation analysis and theoretical analysis of the failure mechanism of tunnels under vibration load
  • Physical model experiments in technology and equipment that can effectively ensure the stability of surrounding rocks in underground tunnels under vibration load
  • Numerical simulation in technology and equipment that can effectively ensure the stability of surrounding rocks in underground tunnels under vibration load
  • Theoretical analysis in technology and equipment that can effectively ensure the stability of surrounding rocks in underground tunnels under vibration load
  • Advances in intelligent support equipment combined with monitoring
  • Monitoring data, anti-vibration scheme design and analysis in underground tunnel engineering

Articles

  • Special Issue
  • - Volume 2021
  • - Article ID 8684596
  • - Research Article

Refinement of a Deflection Basin Area Index Method for Rigid Pavement

Jin Zhang | Qiuzhen Lv | ... | Jiafeng Zhang
  • Special Issue
  • - Volume 2021
  • - Article ID 5020779
  • - Research Article

Model of Seismic Wave Field Excited by Horizontally Distributed Charge

Xu Qian | Wang Zhong-Qi
  • Special Issue
  • - Volume 2021
  • - Article ID 9299689
  • - Research Article

Discussion on Advanced Seepage Reduction Characteristics of Working Face under Seepage-Damage Coupling

Feisheng Feng | Jiqiang Zhang | ... | Jing Zhang
  • Special Issue
  • - Volume 2021
  • - Article ID 6544453
  • - Research Article

Model for Calculating Seismic Wave Spectrum Excited by Explosive Source

Qian Xu | Zhong-Qi Wang
  • Special Issue
  • - Volume 2021
  • - Article ID 5177777
  • - Research Article

Research on the Mechanical Properties of New Double-Row Pile Supporting Structure Based on an In Situ Study

Yijun Zhou | Kuiming Liu | Fengnian Wang
  • Special Issue
  • - Volume 2021
  • - Article ID 8697290
  • - Research Article

Microstructure and Dry Friction of 2205 Dual-Phase Steel during Solution Precipitation

Weijie Yang | Wenjun Meng | Xiaobing Dai
  • Special Issue
  • - Volume 2021
  • - Article ID 7805617
  • - Research Article

Effects of Bedding Geometry and Cementation Strength on Shale Tensile Strength Based on Discrete Element Method

Jiong Wang | Yang Wang | ... | Qingping Jiang
  • Special Issue
  • - Volume 2021
  • - Article ID 9991251
  • - Research Article

Simulating the Formation of Blasting-Excavation-Induced Zonal Integration in Deep Tunnels with an Elastoplastic Damage Model

Qiang Gao | Chuanxiao Liu | ... | Guangtan Cheng
  • Special Issue
  • - Volume 2021
  • - Article ID 9839986
  • - Research Article

Experimental Study on the Influence Mechanism of the Structural Plane to Rockbursts in Deeply Buried Hard Rock Tunnels

Guangtan Cheng | Jian Zhang | ... | Chuanxiao Liu
  • Special Issue
  • - Volume 2021
  • - Article ID 6345879
  • - Research Article

Study on Stability and Plastic Zone Distribution of Tunnel with Thin Carbonaceous Slate at Different Dip Angles

Jin Zhang | Chuanhao Xi | ... | Mengxue Wang
Shock and Vibration
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Acceptance rate27%
Submission to final decision102 days
Acceptance to publication17 days
CiteScore2.800
Journal Citation Indicator0.400
Impact Factor1.6
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