Advances in Civil Engineering

Failure Mechanism of Wet Shotcrete Support in Underground Space


Publishing date
01 Aug 2022
Status
Published
Submission deadline
18 Mar 2022

Lead Editor

1Shandong University of Science and Technology, Qingdao, China

2Xiangtan University, Xiangtan, China

3University of Žilina, Žilina, Slovakia


Failure Mechanism of Wet Shotcrete Support in Underground Space

Description

In recent years, the development and application of underground space has made rapid progress, for example, the subway, tunnel, and mining industries. One of the main support means to maintain the stability of surrounding rock in underground space is shotcrete, which is convenient and easy to operate. Shotcrete support is widely used in the construction of subways, tunnels and mine roadways. Due to the high concentration of dust produced by dry shotcrete technology, it is gradually being replaced by wet sprayed concrete technology.

However, the wet sprayed shotcrete technology is facing problems, such as pipe blockage, high rebound, and low adhesion. In the process of underground space development, extreme geological conditions such as high ground stress and high temperature easily lead to the deterioration of shotcrete, which affects the support effect. Experts at home and abroad have tried to improve the performance of shotcrete by optimizing the proportion of shotcrete, adding reinforcement materials (such as polymer, fiber, etc.), and changing the mixing process, to delay the deterioration of sprayed concrete and improve the support performance of concrete. It is of great significance to study the failure mechanism of shotcrete support for improving the support quality of concrete.

The purpose of this Special Issue is to invite original research articles and reviews focusing on the deterioration mechanism and improvement measures of shotcrete support materials in underground space.

Potential topics include but are not limited to the following:

  • Failure characteristics of shotcrete under high ground stress
  • Failure mechanism of shotcrete in high temperature environment
  • Sealing effect of shotcrete in the process of support
  • Dynamic failure characteristics and constitutive properties of shotcrete
  • Mechanical behavior of modified polymer-based shotcrete
  • Variation law of surrounding rock under dynamic disturbance
  • Rheological properties and pipeline transportation characteristics of fresh shotcrete
  • Adhesion characteristics of shotcrete on surrounding rock
  • Advanced shotcrete improvement technology and surrounding rock control method

Articles

  • Special Issue
  • - Volume 2022
  • - Article ID 5143501
  • - Research Article

Construction and Application of Relationship Model between Development of Mining Industry and Carbon Emission of Energy Consumption

Lili Wei | Guangyu Jia | ... | Lingyun Zhao
  • Special Issue
  • - Volume 2022
  • - Article ID 8246365
  • - Research Article

Preparation, Encapsulation, and Performance Evaluation of Ternary Phase Change Materials for Building Envelope

Hongzhi Zhu | Bin Guo | Zhi Li
  • Special Issue
  • - Volume 2022
  • - Article ID 1255348
  • - Research Article

Optimization of the Stirring Blade Structure of the Pumping Unit Based on the Improvement of Concrete Suction Efficiency

Shengqiang Jiang | Hong Wan | ... | Quanxu Yu
  • Special Issue
  • - Volume 2022
  • - Article ID 8282104
  • - Research Article

Numerical Simulation Research on Cutting Rock with a PDC Cutter Assisted by an Impact Force

Yong Wang | Hongjian Ni | ... | Heng Zhang
  • Special Issue
  • - Volume 2021
  • - Article ID 8011350
  • - Research Article

Quantitative Characterization of Overburden Rock Development Pattern in the Goaf at Different Key Stratum Locations Based on DEM

Xiaoqiang Zhang | Bolin Hu | ... | Yuanfan Ji
  • Special Issue
  • - Volume 2021
  • - Article ID 3632826
  • - Research Article

Analysis of Plastic Zone and Pressure Variance Features of Surrounding Rock of High-Altitude Macker Tunnel: A Case Study in Jiangluling Macker Tunnel in Qinghai

Xiaojun Ma | Hongyan Guo | ... | Danfeng Zhang
Advances in Civil Engineering
 Journal metrics
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Acceptance rate20%
Submission to final decision113 days
Acceptance to publication22 days
CiteScore3.400
Journal Citation Indicator0.370
Impact Factor1.8
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