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Title: Design and implementation of a shearing apparatus for the experimental study of shear displacement in rocks

Journal Article · · Review of Scientific Instruments
DOI:https://doi.org/10.1063/1.5018419· OSTI ID:1491099
 [1];  [2];  [1]; ORCiD logo [1];  [1]
  1. National Energy Technology Lab. (NETL), Morgantown, WV (United States); AECOM, Morgantown, WV (United States)
  2. National Energy Technology Lab. (NETL), Morgantown, WV (United States)

Fluid flow in the subsurface is not well understood in the context of “impermeable” geologic media. This is especially true of formations that have undergone significant stress fluctuations due to injection or withdrawal of fluids that alters the localized pressure regime. When the pressure regime is altered, these formations, which are often already fractured, move via shear to reduce the imbalance in the stress state. While this process is known to happen, the evolution of these fractures and their effects on fluid transport are still relatively unknown. Numerous simulation and several experimental studies have been performed that characterize the relationship between shearing and permeability in fractures; while many of these studies utilize measurements of fluid flow or the starting and ending geometries of the fracture to characterize shear, they do not characterize the intermediate stages during shear. We present an experimental apparatus based on slight modifications to a commonly available Hassler core holder that allows for shearing of rocks, while measuring the hydraulic and mechanical changes to geomaterials during intermediate steps. The core holder modification employs the use of semi-circular end caps and structural supports for the confining membrane that allow for free movement of the sheared material while preventing membrane collapse. By integrating this modified core holder with a computed tomography scanner, we show a new methodology for understanding the interdependent behavior between fracture structure and flow properties during intermediate steps in shearing. Here, we include a case study of this device function which is shown here through shearing of a fractured shale core and simultaneous observation of the mechanical changes and evolution of the hydraulic properties during shearing.

Research Organization:
National Energy Technology Lab. (NETL), Morgantown, WV (United States)
Sponsoring Organization:
USDOE Office of Fossil Energy (FE)
Grant/Contract Number:
FE0004000
OSTI ID:
1491099
Alternate ID(s):
OSTI ID: 1432911; OSTI ID: 1476991; OSTI ID: 1478392
Report Number(s):
CONTR-PUB-279
Journal Information:
Review of Scientific Instruments, Vol. 89, Issue 4; ISSN 0034-6748
Publisher:
American Institute of Physics (AIP)Copyright Statement
Country of Publication:
United States
Language:
English
Citation Metrics:
Cited by: 4 works
Citation information provided by
Web of Science

References (15)

High-resolution X-ray computed tomography in geosciences: A review of the current technology and applications journal August 2013
CT scanning and flow measurements of shale fractures after multiple shearing events journal December 2017
Determination of aperture structure and fluid flow in a rock fracture by high-resolution numerical modeling on the basis of a flow-through experiment under confining pressure: DETERMINATION OF APERTURE STRUCTURE journal June 2008
Influence of asperity degradation on the mechanical behavior of rough rock joints under cyclic shear loading journal October 2001
X-ray CT based numerical analysis of fracture flow for core samples under various confining pressures journal November 2011
Numerical method for the determination of contact areas of a rock joint under normal and shear loads journal February 2013
Evaluation Of Fluid Flow Field In Single Rock Fracture During Frictional Sliding conference January 2008
Fracture-permeability behavior of shale journal September 2015
Volumetric imaging of aperture distributions in connected fracture networks journal September 1997
Shear-Induced Flow Channels in a Single Rock Fracture and Their Effect on Solute Transport journal December 2010
Geometric Effect of Asperities on Shear Mechanism of Rock Joints journal August 2015
Modeling surface roughness degradation of rock joint wall during monotonic and cyclic shearing journal November 2007
Simulating stress-dependent fluid flow in a fractured core sample using real-time X-ray CT data journal January 2016
Simulating stress-dependent fluid flow in a fractured core sample using real-time X-ray CT data text January 2016
Simulating stress-dependent fluid flow in a fractured core sample using real-time X-ray CT data text January 2016

Figures / Tables (10)


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