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 2022
  • - Article ID 8526755
  • - Research Article

Research and Application of Prefilled Concrete Wall to Reduce the Size of Stopping Mining Coal Pillar

Jiao Zhang | Shuwei Sun | ... | Jingkai Li
  • Special Issue
  • - Volume 2022
  • - Article ID 7969009
  • - Research Article

Experimental Investigation of Nonlinear Energy Evolution and Failure Characteristics of Granite under Different Water Content States

Jiaqi Guo | Hengyuan Zhang | ... | Xiaoyan Shi
  • Special Issue
  • - Volume 2022
  • - Article ID 3749343
  • - Research Article

Experimental Study on Shear Strength of Root Composite Tailing Soil Based on Interfacial Bonding

Qing Chao Yang | Zhe Hao | ... | Da Teng
  • Special Issue
  • - Volume 2022
  • - Article ID 6211437
  • - Research Article

Thermal Response and Mechanical Behaviors of Compact Basalts Induced by Microwave Irradiation

Xiao-Wu Zhang | Jin-Hai Xu | ... | Faiz Shaikh
  • Special Issue
  • - Volume 2022
  • - Article ID 7486878
  • - Research Article

Microscopic Response of Limestone Physical Deterioration under Water-Rock Alternation in the Acidic Environment

Wei Liang | Ke Li | ... | Fushou Feng
  • Special Issue
  • - Volume 2022
  • - Article ID 1874331
  • - Research Article

An Innovative Balanced-Yielding Support Method for Tunnel in Deep Inclined Strata

Wei Yongke | Guo Hongyan | ... | Liu Limin
  • Special Issue
  • - Volume 2022
  • - Article ID 4294389
  • - Research Article

Analysis on Stress-Strain Model of Unsaturated Ice-Containing Soil

Qiang Han | Zhiguo Wang | ... | Xiaokai Qin
  • Special Issue
  • - Volume 2022
  • - Article ID 8398602
  • - Research Article

Study on Mechanical Properties and Nonlinear Strength Model of Deep Water-Sensitive Rock in Xianglu Mountain Tunnel

Mingyang Ren | Xuyang Wu | ... | Ningjing Li
  • Special Issue
  • - Volume 2022
  • - Article ID 8083443
  • - Research Article

Failure Mechanism and Acoustic Emission Precursors of Coal Samples considering Bedding Effect under Triaxial Unloading Condition

Rui Yang | Yan Zhou | Depeng Ma
  • Special Issue
  • - Volume 2022
  • - Article ID 9410466
  • - Research Article

Study on the In Situ Test of the Treatment Effect for the Riverbank Soft Soil Subgrade in the Hetao Area

Shen Zuo | Tian-yu Li | ... | Jin Li
Geofluids
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Acceptance rate29%
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CiteScore2.300
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