A new true triaxial apparatus with pore fluid system for rock deformation under representative crustal stress conditions

We have developed a new true triaxial apparatus for rock deformation, featuring six servo-controlled loading rams capable of applying maximum stresses of 220 MPa along the two horizontal axes and 400 MPa along the vertical axis to cubic rock samples of 50 mm side. Samples are introduced into a steel vessel, allowing rock specimens to be subjected to confining pressures of up to 60 MPa. Pore fluid lines connected to two pump intensifiers enable high-precision permeability measurements along all three principal stress directions. Experiments are conducted at room temperature. We present a suite of finite element method models implemented to determine the conditions and loading configuration that minimize the loading boundary effects during true triaxial loading. These observations are generic, and we expect they will contribute to the development of true triaxial loading systems generally. Finally, we validate our experimental configuration by presenting results on permeability measurements along the three axes on cubic samples of three types of well-studied rocks: Darley Dale sandstone, Crab Orchard sandstone, and Etna basalt.

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Publication Details

Journal
Review of Scientific Instruments
Published
2025-09-01
DOI
https://doi.org/10.1063/5.0274588
Primary Topic
Rock Mechanics and Modeling
Type
article
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article

A new true triaxial apparatus with pore fluid system for rock deformation under representative crustal stress conditions

T. M. Mitchell, N. J. Hughes, John Browning, P. G. Meredith et al.
Review of Scientific Instruments
Rock Mechanics and Modeling
article

A new true triaxial apparatus with pore fluid system for rock deformation under representative crustal stress conditions

T. M. Mitchell, N. J. Hughes, John Browning, P. G. Meredith, David Healy, Joseph E. Bowles, Ashley Stanton‐Yonge, S. A. Boon
article en

Abstract

We have developed a new true triaxial apparatus for rock deformation, featuring six servo-controlled loading rams capable of applying maximum stresses of 220 MPa along the two horizontal axes and 400 MPa along the vertical axis to cubic rock samples of 50 mm side. Samples are introduced into a steel vessel, allowing rock specimens to be subjected to confining pressures of up to 60 MPa. Pore fluid lines connected to two pump intensifiers enable high-precision permeability measurements along all three principal stress directions. Experiments are conducted at room temperature. We present a suite of finite element method models implemented to determine the conditions and loading configuration that minimize the loading boundary effects during true triaxial loading. These observations are generic, and we expect they will contribute to the development of true triaxial loading systems generally. Finally, we validate our experimental configuration by presenting results on permeability measurements along the three axes on cubic samples of three types of well-studied rocks: Darley Dale sandstone, Crab Orchard sandstone, and Etna basalt.

Review of Scientific InstrumentsVol. 96(9)
University of Leeds (GB), University of Padua (IT), Pontificia Universidad Católica de Chile (CL), The London College (GB), Department of Earth Sciences (RU), University College London (GB)
Openalex Percentile: Top 73%
Rock Mechanics and Modeling
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