Geofluids

Stability of Underground Engineering in Water-Sensitive Strata


Publishing date
01 Mar 2023
Status
Published
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


Stability of Underground Engineering in Water-Sensitive Strata

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 3195453
  • - Research Article

Analysis of Shear Stagger Deformation of Existing Shield Tunnel below Induced by Quasirectangular Shield Tunneling

Kun Zhang | Xi Chen | ... | ShengXue Zhu
  • Special Issue
  • - Volume 2023
  • - Article ID 6485987
  • - Research Article

Mechanism and Control of Water–Rock Coupling-Induced Disaster when Mining below the Unconsolidated Confined Aquifer

Zhihua Li | Ke Yang | ... | Shengwen Ge
  • Special Issue
  • - Volume 2023
  • - Article ID 2476246
  • - Research Article

Study on the Hysteresis Effect of the Stability of Longyangxia Dam Bank Slope with the Fluctuation of Water Level

Guangxiang Yuan | Hu Wang | ... | Luqing Zhang
  • Special Issue
  • - Volume 2022
  • - Article ID 7582916
  • - Research Article

Grouting Treatment and Parameters Optimization in Watery Karst Areas of High Speed Railway Tunnel Based on Comprehensive Geological Forecast: A Case Study

Shan Wu | Weichao Qiu | ... | Yu Tang
  • Special Issue
  • - Volume 2022
  • - Article ID 5807330
  • - Research Article

Improved Protodyakonov’s Method of the Tunnel Surrounding Rock Pressure under the Seepage Condition of Weak Interlayer

Jing Hu | Jiafeng Xiao | ... | Haijia Wen
  • Special Issue
  • - Volume 2022
  • - Article ID 6921150
  • - Research Article

Study on Expansion Characteristics and Expansion Potential of Gypsum Rock

Junfu Fu | Huayun Li | ... | Zhongcheng Lei
  • Special Issue
  • - Volume 2022
  • - Article ID 5224154
  • - Research Article

Experimental Study on Heat Transfer Process Optimization of Heat Storage Wall of the Heat Pump in Tunnel Surrounding Rock in the Cold Region

Yafei Li | Dianwei Qi | ... | Jiaqi Zhang
  • Special Issue
  • - Volume 2022
  • - Article ID 1094281
  • - Research Article

A Study on Excavation Characteristics of Tunnel with Upper-Soft Lower-Hard Stratum

Jun Feng | Hui-juan Yang | Yu Zhang
  • Special Issue
  • - Volume 2022
  • - Article ID 3463752
  • - Research Article

Research on the Influence of Groundwater in Coastal Areas on the Stress and Deformation Characteristics of Integrated Pipe Gallery

Yuanyuan Tian | Qingbiao Wang | ... | Xugang Wang
  • Special Issue
  • - Volume 2022
  • - Article ID 9735532
  • - Research Article

Model Test of TBM Tunnel Crossing Large Dip Angle Fault Zone under High In Situ Stress

Liming Wang | Kairong Hong | ... | Zhenliang Zhou
Geofluids
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