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
Published
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


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

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 2021
  • - Article ID 2235555
  • - Research Article

Organic Geochemical Characteristics of Mudstone and Marl from Western Hoh Xil Basin of Tibet

Wentian Mi | Xueyuan Qi | ... | Zifu Hu
  • Special Issue
  • - Volume 2021
  • - Article ID 8926423
  • - Research Article

Study on the Reinforcing Effects of the FRP-PCM Method on Tunnel Linings for Dynamic Strengthening

Xiaoshan Wang | Lin Wei | ... | Yu Cong
  • Special Issue
  • - Volume 2021
  • - Article ID 9881280
  • - Research Article

A Study of Support Characteristics of Collaborative Reinforce System of U-Steel Support and Anchored Cable for Roadway under High Dynamic Stress

Qizhou Wang | Haiwang Ye | ... | Tao Lei
  • Special Issue
  • - Volume 2021
  • - Article ID 2530909
  • - Research Article

Study on Influence of Cavity and Water Mist on Flame Propagation of Gas Explosion in a Pipeline

Shicheng Gu | Shujie Yuan | ... | Xiaoxue Xu
  • Special Issue
  • - Volume 2021
  • - Article ID 2071333
  • - Research Article

Geological Structure Exploration of Karst Collapse Column and Evaluation of Water Insulation Properties of the Mud Part

Shijian Yu | Jiyang Liu | ... | Dawei Yin
  • Special Issue
  • - Volume 2021
  • - Article ID 1368194
  • - Research Article

Effect of Fly Ash and Cement on the Engineering Characteristic of Stabilized Subgrade Soil: An Experimental Study

Partab Rai | Wenge Qiu | ... | Mahmood Ahmad
  • Special Issue
  • - Volume 2021
  • - Article ID 1968846
  • - Research Article

Influence of Mine Earthquake Disturbance on the Principal Stress of the Main Roadway near the Goaf and Its Prevention and Control Measures

Penghui Guo | Jiazhuo Li | ... | Jiaqi Chu
  • Special Issue
  • - Volume 2021
  • - Article ID 5208670
  • - Research Article

Prevention of Water Inrushes in Deep Coal Mining over the Ordovician Aquifer: A Case Study in the Wutongzhuang Coal Mine of China

Huichao Yin | Bin Xu | ... | Haopeng Meng
  • Special Issue
  • - Volume 2021
  • - Article ID 3508661
  • - Research Article

Research on the Reasonable Strengthening Time and Stability of Excavation Unloading Surrounding Rock of High-Stress Rock Mass

Wensong Xu | Wentao Xu | Yunhai Cheng
  • Special Issue
  • - Volume 2021
  • - Article ID 8530009
  • - Research Article

Roof Fracture Characteristics and Strata Behavior Law of Super Large Mining Working Faces

Guozhen Zhao | Baisheng Zhang | ... | Shuai Wang
Geofluids
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Acceptance rate29%
Submission to final decision141 days
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CiteScore2.300
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