A novel testing system for hydromechanical investigation of rock materials in neutron and X-ray imaging instruments

This article introduces a novel testing system for investigating rock hydromechanical behavior with neutron and X-ray imaging techniques. The system comprises four subsystems: an axial compression system, a confining pressure system, a fluid flow system, and a triaxial cell. In order to enable imagi...

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Veröffentlicht in:	International journal of rock mechanics and mining sciences (Oxford, England : 1997) Jg. 174; S. 105647
Hauptverfasser:	Vieira Lima, Fernando, Hall, Stephen, Engqvist, Jonas, Tudisco, Erika, Woracek, Robin
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Elsevier Ltd 01.02.2024
Schlagworte:	Civil Engineering Digital volume correlation Engineering and Technology Geotechnical Engineering and Engineering Geology Geoteknik och teknisk geologi Neutron tomography Permeability Rock hydromechanics Samhällsbyggnadsteknik Teknik Triaxial testing X-ray tomography Digital volume correlation X-ray tomography Rock hydromechanics Triaxial testing Permeability Neutron tomography
ISSN:	1365-1609, 1873-4545
Online-Zugang:	Volltext
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Abstract	This article introduces a novel testing system for investigating rock hydromechanical behavior with neutron and X-ray imaging techniques. The system comprises four subsystems: an axial compression system, a confining pressure system, a fluid flow system, and a triaxial cell. In order to enable imaging with both modalities to track fluid flow and deformation in situ and 3D, the cell was designed to have sufficient transparency to X-rays and neutrons. The system's capabilities are demonstrated by showing neutron and X-ray tomography data of Idaho Gray sandstone samples during in situ coupled flow-triaxial tests. Quasi-single-phase flow analysis was enabled by directly visualizing the fluid front advance via neutron tomography by exchanging light water (H2O) and heavy water (D2O). Digital Volume Correlation (DVC) could be performed on both the X-ray and neutron tomography images to quantify the mechanical strain field evolution in the samples, which can be compared to the evolution of the fluid flow fields. In addition, the cell and a sample of Idaho Gray sandstone were imaged in a laboratory X-ray tomography machine, generating 3D reconstructed volumes with grain-scale resolution. Improvements are proposed for future experiments to obtain grain-scale resolution images during coupled flow-triaxial tests using neutron and X-ray beams simultaneously and conducting in situ experiments on laboratory tomographs. •A novel system for conducting flow and triaxial tests with neutron and X-ray imaging.•The triaxial cell is sufficiently transparent to both X-rays and neutrons.•3D flow path tracking can be achieved using high-speed neutron tomography.•Digital volume correlation can be performed from X-rays and neutron images.
AbstractList	This article introduces a novel testing system for investigating rock hydromechanical behavior with neutron and X-ray imaging techniques. The system comprises four subsystems: an axial compression system, a confining pressure system, a fluid flow system, and a triaxial cell. In order to enable imaging with both modalities to track fluid flow and deformation in situ and 3D, the cell was designed to have sufficient transparency to X-rays and neutrons. The system's capabilities are demonstrated by showing neutron and X-ray tomography data of Idaho Gray sandstone samples during in situ coupled flow-triaxial tests. Quasi-single-phase flow analysis was enabled by directly visualizing the fluid front advance via neutron tomography by exchanging light water (H2O) and heavy water (D2O). Digital Volume Correlation (DVC) could be performed on both the X-ray and neutron tomography images to quantify the mechanical strain field evolution in the samples, which can be compared to the evolution of the fluid flow fields. In addition, the cell and a sample of Idaho Gray sandstone were imaged in a laboratory X-ray tomography machine, generating 3D reconstructed volumes with grain-scale resolution. Improvements are proposed for future experiments to obtain grain-scale resolution images during coupled flow-triaxial tests using neutron and X-ray beams simultaneously and conducting in situ experiments on laboratory tomographs. This article introduces a novel testing system for investigating rock hydromechanical behavior with neutron and X-ray imaging techniques. The system comprises four subsystems: an axial compression system, a confining pressure system, a fluid flow system, and a triaxial cell. In order to enable imaging with both modalities to track fluid flow and deformation in situ and 3D, the cell was designed to have sufficient transparency to X-rays and neutrons. The system's capabilities are demonstrated by showing neutron and X-ray tomography data of Idaho Gray sandstone samples during in situ coupled flow-triaxial tests. Quasi-single-phase flow analysis was enabled by directly visualizing the fluid front advance via neutron tomography by exchanging light water (H2O) and heavy water (D2O). Digital Volume Correlation (DVC) could be performed on both the X-ray and neutron tomography images to quantify the mechanical strain field evolution in the samples, which can be compared to the evolution of the fluid flow fields. In addition, the cell and a sample of Idaho Gray sandstone were imaged in a laboratory X-ray tomography machine, generating 3D reconstructed volumes with grain-scale resolution. Improvements are proposed for future experiments to obtain grain-scale resolution images during coupled flow-triaxial tests using neutron and X-ray beams simultaneously and conducting in situ experiments on laboratory tomographs. •A novel system for conducting flow and triaxial tests with neutron and X-ray imaging.•The triaxial cell is sufficiently transparent to both X-rays and neutrons.•3D flow path tracking can be achieved using high-speed neutron tomography.•Digital volume correlation can be performed from X-rays and neutron images.
ArticleNumber	105647
Author	Vieira Lima, Fernando Hall, Stephen Tudisco, Erika Engqvist, Jonas Woracek, Robin
Author_xml	– sequence: 1 givenname: Fernando orcidid: 0000-0003-1581-0295 surname: Vieira Lima fullname: Vieira Lima, Fernando email: fernando.vieira_lima@solid.lth.se organization: Lund University/ LTH, Division of Solid Mechanics, Ole Römers väg 1, Box 118, 221 00, Lund, Sweden – sequence: 2 givenname: Stephen surname: Hall fullname: Hall, Stephen email: stephen.hall@solid.lth.se organization: Lund University/ LTH, Division of Solid Mechanics, Ole Römers väg 1, Box 118, 221 00, Lund, Sweden – sequence: 3 givenname: Jonas surname: Engqvist fullname: Engqvist, Jonas email: jonas.engqvist@solid.lth.se organization: Lund University/ LTH, Division of Solid Mechanics, Ole Römers väg 1, Box 118, 221 00, Lund, Sweden – sequence: 4 givenname: Erika surname: Tudisco fullname: Tudisco, Erika email: erika.tudisco@construction.lth.se organization: Lund University / LTH, Division of Structural Mechanics and Geotechnical Engineering, John Ericssons väg 1, Box 118, 221 00, Lund, Sweden – sequence: 5 givenname: Robin surname: Woracek fullname: Woracek, Robin email: robin.woracek@ess.eu organization: European Spallation Source ERIC, Partikelgatan 2 Box 118, 221 00, Lund, Sweden
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Keywords	Digital volume correlation X-ray tomography Rock hydromechanics Triaxial testing Permeability Neutron tomography
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Snippet	This article introduces a novel testing system for investigating rock hydromechanical behavior with neutron and X-ray imaging techniques. The system comprises...
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SubjectTerms	Civil Engineering Digital volume correlation Engineering and Technology Geotechnical Engineering and Engineering Geology Geoteknik och teknisk geologi Neutron tomography Permeability Rock hydromechanics Samhällsbyggnadsteknik Teknik Triaxial testing X-ray tomography
Title	A novel testing system for hydromechanical investigation of rock materials in neutron and X-ray imaging instruments
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