Geofluids

Coupled Mechanical and Hydraulic Properties of Fracture Networks


Publishing date
01 Sep 2021
Status
Closed
Submission deadline
16 Apr 2021

Lead Editor

1China University of Mining and Technology, Beijing, China

2Wuhan University, Wuhan, China

3University of Western Australia, Perth, Australia

This issue is now closed for submissions.

Coupled Mechanical and Hydraulic Properties of Fracture Networks

This issue is now closed for submissions.

Description

Fractures such as joints, faults, veins, and bedding planes are ubiquitous in crustal rocks. These naturally-occurring discontinuities often comprise complex networks and dominate the geomechanical and hydrological behaviour of subsurface rocks.

Fractured rocks may deform in response to high seepage pressure, resulting in failure of surrounding rock and water inrush in underground excavations. For example, recently, two large water inrush disasters occur in the Longtan tunnel program in China induced by the tunnel passing through a water-rich fractured rock zone. The heterogeneous stress distribution may lead to variable local normal/shear stresses loaded on different fractures having distinct sizes and orientations and produce various fracture responses such as opening, closing, and sliding. Since the conductivity of fractures is critically dependent on the third power of fracture apertures, the geomechanical conditions can considerably affect the hydrological properties of fractured rocks including fluid pathways, bulk permeability, and mass transport. Hence studies on coupled mechanical and hydraulic properties of fracture networks will promote understanding of seepage failure mechanisms of fractured rocks under complex engineering conditions, such as tunnelling within aquifers, mining engineering, contaminant migration and nuclear waste isolation, geothermal energy extraction, and hydrocarbon exploitation.

This Special Issue aims to present recent advances in studies on coupled mechanical and hydraulic properties of fracture networks. We invite you to submit all relevant original articles and comprehensive reviews on theoretical developments, laboratory testing, field investigations, computational methods, and case studies.

Potential topics include but are not limited to the following:

  • The construction of realistic discrete fracture networks that can represent the natural fracture systems
  • Quantitative fractures evaluation based on fracture network reconstruction using 3D printing, micro-CT scanning, and scanning electron microscope (SEM) techniques
  • Experimental studies on coupled hydro-mechanical process of fracture networks
  • Novel numerical method of coupled hydro-mechanical in fracture network
  • Novel prediction model of water inflow into underground excavations in subsurface fractures
  • Water source prediction techniques and equipment of in subsurface fractures
  • The stability and failure of fracture systems considering coupled hydro-mechanical process

Articles

  • Special Issue
  • - Volume 2020
  • - Article ID 6671479
  • - Research Article

Effect of Porosity on Soil-Water Retention Curves: Theoretical and Experimental Aspects

Chang Liu | Fuguo Tong | ... | Shuang Hao
  • Special Issue
  • - Volume 2020
  • - Article ID 6665996
  • - Research Article

Experimental Study on the Mechanics Characteristics of CFRP Strengthening of Highway Tunnels at Different Damage States

Xuezeng Liu | Yunlong Sang | ... | Liang Jiang
  • Special Issue
  • - Volume 2020
  • - Article ID 6657660
  • - Research Article

Study on Heterogeneity of Pore Throats at Different Scales and Its Influence on Seepage Capacity in Different Types of Tight Carbonate Reservoirs

Chunyan Qi | Yun Liu | ... | Hai Huang
  • Special Issue
  • - Volume 2020
  • - Article ID 6691157
  • - Research Article

A Novel Method for Analyzing the Factors Influencing Ground Settlement during Shield Tunnel Construction in Upper-Soft and Lower-Hard Fissured Rock Strata considering the Coupled Hydromechanical Properties

Yan Wang | Yongjun Zhang | ... | Yi Qi
  • Special Issue
  • - Volume 2020
  • - Article ID 6673530
  • - Research Article

Evaluation of Deformation and Permeability Behavior of Amygdaloidal Basalt under a Triaxial Cyclic Loading Creep Test

Long Yan | Weiya Xu | ... | Jinjian Gu
  • Special Issue
  • - Volume 2020
  • - Article ID 8896344
  • - Research Article

Influence of the Cyclic Loading Path on Rock Deformation Memory Effect

Lingwei Zhong | Haijun Wang | ... | Lei Tang
  • Special Issue
  • - Volume 2020
  • - Article ID 8849444
  • - Research Article

Research on the Pore Evolution of Sandstone in Cold Regions under Freeze-Thaw Weathering Cycles Based on NMR

Zheng Pan | Keping Zhou | ... | Feng Gao
  • Special Issue
  • - Volume 2020
  • - Article ID 8881901
  • - Research Article

Numerical Investigation of Hydraulic Fracture Extension Based on the Meshless Method

Chaoneng Zhao | Yongquan Hu | ... | Pengju Song
  • Special Issue
  • - Volume 2020
  • - Article ID 8873315
  • - Research Article

Simulation and Recognition of Concrete Lining Infiltration Degree via an Indoor Experiment

Dongsheng Wang | Jun Feng | ... | Xuezeng Liu
  • Special Issue
  • - Volume 2020
  • - Article ID 8896940
  • - Research Article

Characterization of Shale Pore Structure by Multitechnique Combination and Multifractal Analysis and Its Significance

Dengke Liu | Tao Tian | ... | Feng Ye
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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