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 2475021
  • - Research Article

Mechanical Mechanism Analysis of Roof Fracture Evolution in Stope with Variable Length Based on Elastic-Plastic Structure Theory

Xinfeng Wang | Mingyuan Lu | ... | Shan Li
  • Special Issue
  • - Volume 2022
  • - Article ID 3953650
  • - Research Article

Effect of Strong Mining on the Fracture Evolution Law of Trick Rise in the Mining Field and Its Control Technology

Zhaolin Li | Lianguo Wang | Ke Ding
  • Special Issue
  • - Volume 2022
  • - Article ID 5820228
  • - Research Article

Research on Pressure Relief Method of Close Floor Roadway in Coal Seam Based on Deformation and Failure Characteristics of Surrounding Rock in Deep Roadway

Jianjun Cao | Benqing Yuan | ... | Zhonghua Wang
  • Special Issue
  • - Volume 2022
  • - Article ID 3512507
  • - Research Article

Effect of Rheological Mesoparameters on Shear Mechanical Behavior of Joints

Kefeng Zhou | Sheng Liu | Yanhui Cheng
  • Special Issue
  • - Volume 2022
  • - Article ID 8382493
  • - Research Article

Study on the Dynamic Instability Mechanism of the Rock Formation in the Multifault Structure Zone of the Stope

Hanxiao Guo | Weijian Yu | ... | Xiangtao Kang
  • Special Issue
  • - Volume 2022
  • - Article ID 1976294
  • - Research Article

Study on the Failure Mechanism of Lower Cambrian Shale under Different Bedding Dips with Thermosolid Coupling

Wentao Wang | Zhonghu Wu | ... | Hao Liu
  • Special Issue
  • - Volume 2022
  • - Article ID 8978653
  • - Research Article

Establishment and Application of Bed-Separation Water Inrush Coefficient Method Considering Water Resistance of Fractured Rock Mass

Jianghui He | Wenping Li | ... | Liangning Li
  • Special Issue
  • - Volume 2022
  • - Article ID 7430025
  • - Research Article

Pressure Relief and Permeability Enhancement Mechanism of Short-Distance Floor Roadway in Deep Coal Roadway Strip

Benqing Yuan | Min Tu | ... | Xiang Cheng
  • Special Issue
  • - Volume 2022
  • - Article ID 6321031
  • - Research Article

Study on the Law of Subsidence of Overburden Strata above the Longwall Gob

Yujiang Zhang | Caiyi Du | ... | Yuxia Guo
  • Special Issue
  • - Volume 2022
  • - Article ID 5733695
  • - Research Article

Feasibility of Water Injection on the Coal Wall of Loose Thick Coal Seam to Prevent Rib Spalling and Its Optimal Moisture Content

Jian Sun | Bin Li | ... | Zhou Huang
Geofluids
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