Michelle L. Bernhardt-Barry
Affiliation confirmed via AI analysis of OpenAlex, ORCID, and web sources.
Associate Professor
Also affiliated: Oregon State University (2021); Texas State University (2022); University of Cambridge (2022); Universidad Tecnológica de Panamá (2021)
Research Areas
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Biography and Research Information
OverviewAI-generated summary
Michelle L. Bernhardt-Barry's research focuses on materials science and engineering, with a particular emphasis on soil mechanics and construction materials. Her work investigates the performance of various materials under different conditions, including the analysis of stress distribution in shear devices and the development of specialized mortars. She has explored the application of techniques like the Modified Complex Electrical Resistivity Technique for soil analysis and the MHVSR technique for landslide assessment.
Bernhardt-Barry's research extends to the characterization of granular materials and the behavior of construction components like ballast and stone columns. She has also examined the permeability of gas shales under simulated in-situ flow conditions, employing mathematical modeling alongside laboratory testing. Her collaborations include work with researchers such as Ruimin Feng and Jikai Guo at the University of Arkansas at Fayetteville, contributing to a collective body of 25 publications.
Metrics
- h-index: 9
- Publications: 25
- Citations: 251
Positions
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Associate Professor 2013–presentUniversity of Arkansas at Fayetteville Civil Engineering ORCID
Selected Publications
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DEM analysis of boundary effects in simple shear tests (2026)
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Additive manufacturing of granular analogue soils: feasibility studies and mechanical characterization (2025)
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Resolution-dependent characterization of rock particle morphology via 2D Fourier analysis and monocular 3D reconstruction (2025)
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Exploring shape quantification of granular particles with a wide range of sizes: A comprehensive framework (2025)
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Modified Complex Electrical Resistivity Technique: Applications to Saturated and Unsaturated Soils (2024)
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Development of Underwater Mortar Using Belitic Calcium Sulfoaluminate Cement (2022)
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Investigation of Sand Fouling and Moisture on Ballast Behavior (2022)
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Evaluation of Boundary Effects in Simple Shear Tests Using Discrete Element Modelling (2022)
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Transverse permeability measurements of gas shales under replicated in-situ flow conditions: Mathematical modeling and laboratory testing (2021)
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Performance of Isolated, Cemented Stone Columns in Clayey Soils (2021)
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Analysis of the stress distribution in a laminar direct simple shear device and implications for test data interpretation (2021)
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The MHVSR technique as a rapid, cost-effective, and noninvasive method for landslide investigation: case studies of Sand Gap and Ozark, AR, USA (2021)
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Closure to “Discussion of ‘Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing’ by S. E. Salazar, L. D. Miramontes, A. Barnes, M. L. Bernhardt-Barry, and R. A. Coffman” (2020)
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Unsaturated Characteristics of Fouled Ballast to Support In Situ Identification of Fouling (2020)
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Improving Spatial Visualization Abilities Using 3D Printed Blocks (2020)
Collaboration Network
Top Collaborators
- Determining Surface Roughness in Erosion Testing Using Digital Photogrammetry
- Electrical resistivity as a binary classifier for bridge scour evaluation
- Modified Complex Electrical Resistivity Technique: Applications to Saturated and Unsaturated Soils
- Unsaturated Characteristics of Fouled Ballast to Support In Situ Identification of Fouling
- Investigation of Sand Fouling and Moisture on Ballast Behavior
Showing 5 of 6 shared publications
- The combined use of MASW and resistivity surveys for levee assessment: A case study of the Melvin Price Reach of the Wood River Levee
- A Laboratory Investigation of Factors Influencing the Electrical Resistivity of Different Soil Types
- The MHVSR technique as a rapid, cost-effective, and noninvasive method for landslide investigation: case studies of Sand Gap and Ozark, AR, USA
- Updated Reference Shear Wave Velocity Curves for Near-Surface Site Characterization
- Investigation of Sand Fouling and Moisture on Ballast Behavior
- Exploring shape quantification of granular particles with a wide range of sizes: A comprehensive framework
- Transverse permeability measurements of gas shales under replicated in-situ flow conditions: Mathematical modeling and laboratory testing
- Resolution-dependent characterization of rock particle morphology via 2D Fourier analysis and monocular 3D reconstruction
- The combined use of MASW and resistivity surveys for levee assessment: A case study of the Melvin Price Reach of the Wood River Levee
- The MHVSR technique as a rapid, cost-effective, and noninvasive method for landslide investigation: case studies of Sand Gap and Ozark, AR, USA
- Updated Reference Shear Wave Velocity Curves for Near-Surface Site Characterization
- Analysis of the stress distribution in a laminar direct simple shear device and implications for test data interpretation
- Evaluation of Boundary Effects in Simple Shear Tests Using Discrete Element Modelling
- DEM analysis of boundary effects in simple shear tests
- The combined use of MASW and resistivity surveys for levee assessment: A case study of the Melvin Price Reach of the Wood River Levee
- A Laboratory Investigation of Factors Influencing the Electrical Resistivity of Different Soil Types
- Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing
- Closure to “Discussion of ‘Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing’ by S. E. Salazar, L. D. Miramontes, A. Barnes, M. L. Bernhardt-Barry, and R. A. Coffman”
- Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing
- Closure to “Discussion of ‘Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing’ by S. E. Salazar, L. D. Miramontes, A. Barnes, M. L. Bernhardt-Barry, and R. A. Coffman”
- Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing
- Closure to “Discussion of ‘Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing’ by S. E. Salazar, L. D. Miramontes, A. Barnes, M. L. Bernhardt-Barry, and R. A. Coffman”
- Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing
- Closure to “Discussion of ‘Verification of an Internal Close-Range Photogrammetry Approach for Volume Determination during Triaxial Testing’ by S. E. Salazar, L. D. Miramontes, A. Barnes, M. L. Bernhardt-Barry, and R. A. Coffman”
- Electrical resistivity as a binary classifier for bridge scour evaluation
- Geophysical Engineering to Identify Seepage Channels in the Hager Slough Levee
- Characterization of additive manufactured particles for DEM validation studies
- Additive manufacturing of granular analogue soils: feasibility studies and mechanical characterization
- Characterization of additive manufactured particles for DEM validation studies
- Additive manufacturing of granular analogue soils: feasibility studies and mechanical characterization
- Evaluation of Boundary Effects in Simple Shear Tests Using Discrete Element Modelling
- DEM analysis of boundary effects in simple shear tests
- Determining Surface Roughness in Erosion Testing Using Digital Photogrammetry
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