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 2022
  • - Article ID 7808376
  • - Research Article

Study on the Influence of Excavation Unloading on Pile Depth in Sandy Soil

Huang Zhanjun | Zou Yi | ... | Jiang Yalong
  • Special Issue
  • - Volume 2022
  • - Article ID 1149000
  • - Research Article

Study on Mechanism and Control Technology of Asymmetric Floor Heave in a Deep Soft Rock Main Roadway

Fulian He | Wenli Zhai | ... | Kai Lv
  • Special Issue
  • - Volume 2022
  • - Article ID 8529026
  • - Research Article

Prediction and Analysis of Slope Stability Based on IPSO-SVM Machine Learning Model

Yu Wang | Erxia Du | ... | Li Yu
  • Special Issue
  • - Volume 2022
  • - Article ID 7132188
  • - Research Article

Study on Failure Mechanism and Control Technology of Roadway Surrounding Rock under Complex Occurrence Coal Seam

Hai Wu | Jiaren Chen | ... | Qian Jia
  • Special Issue
  • - Volume 2022
  • - Article ID 1029984
  • - Research Article

Rheology and Thixotropy of Cement Pastes Containing Polyacrylamide

Zhenhua Su | Chunxiao Li | ... | Fenghui Guo
  • Special Issue
  • - Volume 2022
  • - Article ID 9325958
  • - Research Article

Experimental Study on Compaction Characteristics and Mechanical Behavior of Crushed Rock Masses

Xiaolou Chi | Qiang Fu | Ke Yang
  • Special Issue
  • - Volume 2022
  • - Article ID 2932850
  • - Research Article

A Calculation Method for Ground Shock Effect Induced by Hypervelocity Impact

Junnan Zhang | Derong Wang | ... | Xiaohui Xu
  • Special Issue
  • - Volume 2022
  • - Article ID 5033658
  • - Research Article

Influence of Lower Double-Track Tunnel Spacing on the Stress and Deformation Characteristics of Upper Tunnel in Double-Level Condominium Tunnels

Huang Zhanjun | Guo Wanglong | ... | Li Songyan
  • Special Issue
  • - Volume 2022
  • - Article ID 8694325
  • - Research Article

Instability Mode and Control Technology of Surrounding Rock in Composite Roof Coal Roadway under Multiple Dynamic Pressure Disturbances

Peng Wang | Nong Zhang | ... | Guangzhen Cui
  • Special Issue
  • - Volume 2022
  • - Article ID 8254114
  • - Research Article

Effect of Moisture on the Macro Failure Characteristics of Weakly Consolidated Mudstone: Mesomechanism

Jiahui Xu | Guichen Li | ... | Suhui Zhang
Geofluids
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