Geofluids

Stability of Underground Engineering in Water-Sensitive Strata


Publishing date
01 Mar 2023
Status
Closed
Submission deadline
28 Oct 2022

Lead Editor

1State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou, China

2University of Southern Queensland, Toowoomba, Australia

3Shandong Agricultural University, Taian, China

4China University of Mining and Technology, Xuzhou, China

This issue is now closed for submissions.

Stability of Underground Engineering in Water-Sensitive Strata

This issue is now closed for submissions.

Description

Water-sensitive strata are widely distributed in the crust and have the characteristics of hydration weakening, hydration loosening, hydration spalling, hydration swelling or hydration dissolution. They are mainly clays, clayey strata (such as mudstone, shale, phyllite, slate, etc.), soluble rocks (sulfate rocks, carbonate rocks), and some other special rock masses.

A large number of engineering practices have shown that water-sensitive formations are a challenging problem that affects the stability of underground engineering such as tunnel engineering and mine engineering, while reducing service life and reliability. For example, the Qiguding Tunnel of China Meida Expressway encountered carbonized mudstone that resembled the characteristics of “dark chocolate”, which was easy to hydrate and weather when it was exposed to water, and the self-stabilization ability of the surrounding rock after excavation was poor, which brought great difficulties to the construction. The Niagara Tunnel project in Canada encountered limestone, sandstone, siltstone, shale and mudstone, and the large volume of overbreak was the leading factor contributing to delays in the project. The Liuhai Mine in Longkou Mining Area encountered coal-measure soft rocks, and under the interaction of engineering stress and rock layer expansion, the integrity of the rock mass was destroyed, the porosity and permeability were increased, the water absorption capacity of the rock mass and the surface area exposed to the air were improved, which provided conditions for the expansion and weakening of fracture water in the later stage. The rheology of the rock mass caused large deformation of roadway for a long time.

This Special Issue aims to collect the latest research results on the stability of underground engineering in water-sensitive strata. We welcome original research and review articles that provide insight into the role of water in water-sensitive minerals, rock masses, support structures, and new ideas, materials, methods, and devices to mitigate or solve this problem.

Potential topics include but are not limited to the following:

  • Macroscopic and microscopic characteristics of hydration of water-sensitive minerals
  • Role of water on the physical and chemical characteristics of water-sensitive rock masses
  • Rheology characteristics and self-healing effect of water-sensitive rock masses
  • Grouting materials and methods for improving water-sensitive rock masses
  • Anchoring materials and methods for improving water-sensitive rock masses
  • Instability mechanism of underground engineering in water-sensitive strata
  • Coupling effect of water and other physical fields of underground engineering in water-sensitive strata
  • Excavation methods for underground engineering in water-sensitive strata
  • Supporting methods for underground engineering in water-sensitive strata
  • Numerical modelling for underground engineering in water-sensitive strata
  • Monitoring and early warning method of underground engineering in water-sensitive strata

Articles

  • Special Issue
  • - Volume 2023
  • - Article ID 1576401
  • - Research Article

Identifying Effective Rock-Breaking Ratio Based on Rock Chip Information for Rock-Breaking Efficiency Evaluation of TBM

Chuigang Zeng | Changbin Yan | ... | Weilin Su
  • Special Issue
  • - Volume 2023
  • - Article ID 4805857
  • - Research Article

Stability Analysis of Support Anchor Bolt in the Process of Surrounding Rock Fracture Evolution

Juncai Cao | Nong Zhang | ... | Enan CHi
  • Special Issue
  • - Volume 2023
  • - Article ID 8927005
  • - Research Article

Engineering Characteristics and Application Analysis of Red Sandstone in the Lanzhou Metro

Yujie Li | Zhongju Feng | ... | Fudeng Zhao
  • Special Issue
  • - Volume 2023
  • - Article ID 9444486
  • - Research Article

Application and Principle of Bolt-Mesh-Cable Control Technology in Extremely Soft Coal Seam Roadway

Fengfeng Wu | Jian Zhang | ... | Haoyuan Gu
  • Special Issue
  • - Volume 2023
  • - Article ID 9497320
  • - Research Article

The Prototype Test on Sealing Capacity and Mechanical Behavior of the Underground Segmental Lining in a Low Vacuum Environment

Qianqian Lv | Chuigang Zeng | ... | Ruixiang Chen
  • Special Issue
  • - Volume 2023
  • - Article ID 1661379
  • - Research Article

Prediction Method of Vertical Ultimate Compressive Bearing Capacity of Single Pile in Soft Soil considering the Influence of Gravity

Kevin Xiao | Shihong Guo | ... | Xiong Yang
  • Special Issue
  • - Volume 2023
  • - Article ID 8925891
  • - Research Article

Numerical Simulation of Flood Control Levee Deformation by Shield Tunnel Excavation through the Liuyang River: A Case Study

Qibin Lin | Ping Cao | ... | Wenbo Zhu
  • Special Issue
  • - Volume 2023
  • - Article ID 3399012
  • - Research Article

Mesoscopic Freeze-Thaw Damage Evolution Characteristics of Fractured Sandstone at Different Saturations

Yongjun Song | Yue Zhou | ... | Dongyang Han
  • Special Issue
  • - Volume 2023
  • - Article ID 2916702
  • - Research Article

Dynamic Pressure Manifestation Mechanism and Control Techniques for Roadways with Large Mining Heights and Intense Mining: A Case Study

Dong Xu | Mingshi Gao | Xin Yu
  • Special Issue
  • - Volume 2023
  • - Article ID 3889083
  • - Research Article

Influences of Microwave Irradiation on the Physicomechanical Properties and Cerchar Abrasivity Index of Rocks

Gaoming Lu | Cong Ding | ... | Changbin Yan
Geofluids
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Acceptance rate29%
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CiteScore2.300
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