Geofluids

Thermal-Hydraulic-Mechanical (THM) Coupling Behaviour of Fractured Rock Masses


Publishing date
01 Apr 2021
Status
Published
Submission deadline
20 Nov 2020

Lead Editor

1Hunan University of Science and Technology, Xiangtan, China

2University of Arizona, Tucson, USA

3Hefei University of Technology, Hefei, China

4Central South University, Changsha, China


Thermal-Hydraulic-Mechanical (THM) Coupling Behaviour of Fractured Rock Masses

Description

The study of Thermal-Hydraulic-Mechanical (THM) coupling behaviour is significant in many aspects of geological engineering, such as oil and gas extraction, geothermal energy, nuclear waste disposal, and mine engineering, where the geological media usually consists of fractured rock. Insights into THM coupling behaviour are generally based on both experiments and numerical modelling, from micro- to macro- scale. Laboratory tests have confirmed that coupling between rock stress, fluid flow, and temperature, although affected by various petrophysical quantities, has been shown to be strongly dependent on the geometry of fracture networks, fluid characteristics, and stress and temperature conditions. Numerical simulation has become an efficient tool widely appreciated by geotechnical researchers. With the development of numerical methods, such as discrete element method (DEM), finite element method (FEM), meshless method, and high performance computing technologies, more complicated virtual models that are closer to the real world can be efficiently established and processed, generating more reliable results for geotechnical design and assessment.

In recent years, many methods including laboratory experiments, theoretical analysis, and numerical simulation have been employed to investigate fluid flow in fractured rock masses under various stress and temperature conditions. However, comprehensive insight into coupled THM processes is often hampered due to the fact that rocks and rock formations are enormously complex. Therefore, further studies on THM coupling behaviour of fractured rock masses are still needed, such as mechanical and permeability characteristics of fractured rock masses, nonlinear flow in fractures, and new experimental and numerical methods.

The aim of this Special Issue is to bring together papers on different topics related to THM coupling behaviour of fractured rock masses, such as experimental founding, constitutive models, and their engineering applications. Submissions relating to theory, experiments, techniques, numerical methods, and engineering projects are all welcomed, including both original research and review articles.

Potential topics include but are not limited to the following:

  • Nonlinear flow behaviour in rock fractures under THM coupling
  • Analysis and modelling on hydraulic fracture initiation and propagation
  • Mechanical and permeability characteristics of rock
  • Constitutive modelling and numerical methods
  • Case studies related to THM coupling
  • Microscopic seepage theoretical developments
  • Gas-liquid two-phase fluid in rock fractures under THM coupling
  • Mud-water inrush disaster in geotechnical engineering

Articles

  • Special Issue
  • - Volume 2020
  • - Article ID 8893449
  • - Research Article

Onsite Tests and Numerical Simulation of Broken Rock Zones in Surrounding Rocks of Seepage Roadways under Blasting

Zhouyuan Ye | Kun Pan | Zhihua Zhou
  • Special Issue
  • - Volume 2020
  • - Article ID 6687685
  • - Research Article

Control of Rock Block Fragmentation Based on the Optimization of Shaft Blasting Parameters

Qingxiang Li | Zhanyou Luo | ... | Yunxin Cheng
  • Special Issue
  • - Volume 2020
  • - Article ID 8823781
  • - Research Article

Experimental Exploration of Bearing Capacity of Clay with Multiple Inflatable Anchors

Qiu-nan Chen | Meng Yang | Xiao-cheng Huang
  • Special Issue
  • - Volume 2020
  • - Article ID 8879890
  • - Research Article

Numerical Simulation for Rock Fracture Viscoelastic Creep under Dry Conditions

Hao Kang | Herbert Einstein | ... | John Germaine
  • Special Issue
  • - Volume 2020
  • - Article ID 8838325
  • - Research Article

The Thermal Effect on the Physical Properties and Corresponding Permeability Evolution of the Heat-Treated Sandstones

Xianshan Liu | Weiluo Lu | ... | Tao Li
  • Special Issue
  • - Volume 2020
  • - Article ID 8812522
  • - Research Article

Fracture Failure Characteristics of Jointed Sandstone under Uniaxial Compression

Ronghua Su | Xiaolin Liu
  • Special Issue
  • - Volume 2020
  • - Article ID 8822595
  • - Research Article

Study on Control Technology for Working Faces Passing through Long-Span Abandoned Roadways

Zhenghe Liu | Hailong Ye | ... | Zhiqiang Li
  • Special Issue
  • - Volume 2020
  • - Article ID 8838769
  • - Research Article

Grouting Treatment of Water and Mud Inrush in Fully Weathered Granite Tunnel: A Case Study

Jiandong Niu | Yong Sun | ... | Liangliang Qiu
  • Special Issue
  • - Volume 2020
  • - Article ID 8879477
  • - Research Article

Investigation of Burn Cut Parameters and Model for One-Step Raise Excavation Based on Damage Evolution Mechanisms

Kai Liu | Jiadong Qiu
  • Special Issue
  • - Volume 2020
  • - Article ID 8830862
  • - Research Article

Coupled Hydraulic-Thermal Modelling and Related Numerical Analysis on Rock Fractures

Yongjian Pan | Huajun Wang | Qiang Liu
Geofluids
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Acceptance rate29%
Submission to final decision141 days
Acceptance to publication32 days
CiteScore2.300
Journal Citation Indicator0.600
Impact Factor1.7
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