Geofluids

Mechanism and Control of Geological Disasters in Deep Engineering Under High Temperature, Ground Stress and Water Pressure 2021


Publishing date
01 Sep 2022
Status
Closed
Submission deadline
22 Apr 2022

Lead Editor

1Shandong University of Science and Technology, Qingdao, China

2CCTEG Coal Mining Research Institute, Beijing, China

3Anhui University of Science and Technology, Huainan, China

This issue is now closed for submissions.

Mechanism and Control of Geological Disasters in Deep Engineering Under High Temperature, Ground Stress and Water Pressure 2021

This issue is now closed for submissions.

Description

As mining depth increases for coal and other mineral resources, the stress of coal-rock mass also increases. The deep underground environment that coal-rock mass exists in has the typical characteristics of high water pressure, high ground pressure, and high ground temperature. In addition, coal mining often causes additional characteristics, such as strong disturbance and strong ageing. These factors are causing an increasing number of serious underground dynamic disasters. In recent years, the construction of railways, roads, and water conservancy facilities has been carried out in high-altitude areas, such as China's Sichuan-Tibet railway (the highest point is 5,100 metres above sea level) and the water diversion project in central Yunnan province. There are numerous active fault zones and other geological hazards, including earthquakes, that can be seen in these areas. At the same time, high in-situ stress in long tunnels, high seepage pressure of groundwater, high in-situ temperature, and multi-field coupling of dynamic loads are all leading to new characteristic scientific phenomena in the engineering response of deep rock mass.

For example, high temperature can change the mechanical properties of rock, such as the softening of hard rock due to the effects of thermal stress. Soft rock, such as mudstone and shale, is easily destroyed by accelerated creep under extremely high in-situ stress. Creep is also sensitive to high underground temperature and high permeability pressure. Moreover, dynamic water pressure generated by dynamic action has a significant influence on rock mass hydraulic fracturing and seepage deformation. Multi-field coupling of high ground stress, high ground temperature, high seepage pressure, and dynamic load are all factors that can lead to water inrush, large deformation of soft rock, and rock burst disaster, the mechanisms of which are all important in underground engineering. These factors will cause unprecedented technical challenges, meaning that disaster prevention and control methods need to be improved as soon as possible to ensure the safety of engineering and construction projects.

Underground engineering continues to progress at deeper levels with the challenging and characteristic environment of high temperature, high ground stress, and high water pressure. In this Special Issue, we focus on the latest and most challenging research topics in the mechanisms and control of geological disasters in deep engineering under coupled high temperature, high ground stress, and high water pressure. We invite investigators to contribute to this Special Issue with original research and review articles on the mechanisms and control of geological disasters as well as their applications in solving engineering problems.

Potential topics include but are not limited to the following:

  • Nonlinear mechanical characteristics and aging characteristics of deep rock mass
  • Macroscopic and microscopic damage behaviour of deep rock mass
  • Multi-field coupling failure mechanisms of deep rock mass
  • Solid-liquid-gas multiphase coupling effect of deep rock mass
  • Rock burst mechanisms and geological models under extremely high stress
  • Large deformation mechanisms and models of soft rock under extremely high stress
  • Mechanisms and processes of water gushing under high stress and high water pressure
  • Prediction methods and active control technology for deep geological disasters
  • Deterioration mechanisms of structure under high temperature and high pressure and optimal design of waterproofing and drainage
  • Dynamic constitutive model for deformation and failure of deep rock mass
  • Distribution and evolution characteristics of mining-induced stress in surrounding rock in deep roadway
  • Instability mechanism of roadway surrounding rock structure under superposition of high in-situ stress and strong mining
  • Research and application of cooperative anchoring mechanism of surrounding rock in deep roadways
  • Overburden structure and mining-induced stress evolution mechanism of ultra-long working face in one kilometer deep mines
  • Spatial structure evolution and intelligent control technology of overburden in one kilometer deep mines

Articles

  • Special Issue
  • - Volume 2022
  • - Article ID 1774110
  • - Research Article

Determination of Reasonable Width of Filling Body for Gob-Side Entry Retaining in Mining Face with Large Cutting Height

Shijiang Pu | Guiyi Wu | ... | Yu Xiong
  • Special Issue
  • - Volume 2022
  • - Article ID 6464564
  • - Research Article

Application and Research of Gangue Partial-Filling Mining Method in Preventing Water Inrush from Floor

Zhenzhong Pang | Xinguo Zhang | ... | Feifan Li
  • Special Issue
  • - Volume 2022
  • - Article ID 6914746
  • - Research Article

Structural Characteristics of Regenerated Roof and Distribution Law of Overburden Porosity in Downward Mining of a Bifurcated Coal Seam

Ru Hu | Jiwen Wu | ... | Kai Huang
  • Special Issue
  • - Volume 2022
  • - Article ID 9552210
  • - Research Article

Dynamic Monitoring and Research on the Evolution of the Damage of Weakly Consolidated Coal Floor under Dynamic Pressure Using Distributed Optical Fiber

Chang Liu | Pingsong Zhang | ... | Yuanchao Ou
  • Special Issue
  • - Volume 2022
  • - Article ID 3280185
  • - Research Article

Study on the Precursors of Coal-Rock Fracture Based on the Maximum Lyapunov Exponent of Acoustic Emission Parameters

Guoqiang Cheng | Xiaohui Sun | Jiangong Li
  • Special Issue
  • - Volume 2022
  • - Article ID 1007222
  • - Research Article

The Coal Pillar Width Effect of Principal Stress Deflection and Plastic Zone Form of Surrounding Rock Roadway in Deep Excavation

Ji Li | Rongguang Zhang | Xubo Qiang
  • Special Issue
  • - Volume 2022
  • - Article ID 6943834
  • - Research Article

Effect Of Open-Pit Blasting Vibrations on a Hanging-Wall Slope: A Case Study of the Beizhan Iron Mine in China

Yong-gang Xiao | Jie Cao | ... | Chang-hong Li
  • Special Issue
  • - Volume 2022
  • - Article ID 1851899
  • - Research Article

Floor Failure Characteristics in Deep Island Longwall Panel: Theoretical Analysis and Field Verification

Pengpeng Wang | Yixin Zhao | ... | Yirui Gao
  • Special Issue
  • - Volume 2022
  • - Article ID 2090809
  • - Research Article

A Coal Bump Risk Assessment and Prediction Model Based on Multiparameter Indices

Tao Luo | Gangwei Fan | ... | Ruiliang Shen
  • Special Issue
  • - Volume 2022
  • - Article ID 1968938
  • - Research Article

Study on the Effect of Rock Strength on the Macro-Meso Shear Behaviors of Artificial Rock Joints

Yujing Jiang | Sunhao Zhang | ... | Chuanyang Jia
Geofluids
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Acceptance rate29%
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CiteScore2.300
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