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Proceedings Papers

The Brown-Hoek Stress-Depth Relation Revisited

Tobias Backers, Simon Kattenbeck, Mandy Duda
Paper presented at the 15th ISRM Congress, October 9–14, 2023
Paper Number: ISRM-15CONGRESS-2023-082
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Proceedings Papers

Comparison Between Manual and Automated Determination of Discontinuity Orientations in Different Rock Mass Types

Julia C. Godlewska, Marc S. Ogan, Julia Gallas, Mandy Duda, Sarah Schumski, Tobias Backers
Paper presented at the 15th ISRM Congress, October 9–14, 2023
Paper Number: ISRM-15CONGRESS-2023-116
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View Paper titled, Comparison Between Manual and Automated Determination of Discontinuity Orientations in Different Rock Mass Types
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Proceedings Papers

Effect of Cyclic Thermal Loading on a Carbonate Rock: Implications for Thermal Energy Storage

Katharina Meta Neumann, Mandy Duda, Tobias Backers
Paper presented at the 15th ISRM Congress, October 9–14, 2023
Paper Number: ISRM-15CONGRESS-2023-442
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Proceedings Papers

Geomechanical Characterization of Two Granites to Establish an Experimentally Based Benchmark for Numerical Simulation – A Laboratory Study

Lucas Conrad Witte, Mandy Duda, Murat Aydin, Hossein Asghari Chehreh, Tobias Backers
Paper presented at the 15th ISRM Congress, October 9–14, 2023
Paper Number: ISRM-15CONGRESS-2023-445
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View Paper titled, Geomechanical Characterization of Two Granites to Establish an Experimentally Based Benchmark for Numerical Simulation – A Laboratory Study
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Proceedings Papers

Temperature and strain-rate dependence of brittle rock deformation: Experimental study on Mohr-Coulomb’s failure criterion and Byerlee’s law for a low-porosity sandstone

Benedikt Ahrens, Mandy Duda, Martin Balcewicz, Michal Kruszewski, Erik H. Saenger
Paper presented at the SEG/AAPG/SEPM First International Meeting for Applied Geoscience & Energy, September 26–October 1, 2021
Paper Number: SEG-2021-3583290
https://doi.org/10.1190/segam2021-3583290.1
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View Paper titled, Temperature and strain-rate dependence of brittle rock deformation: Experimental study on Mohr-Coulomb’s failure criterion and Byerlee’s law for a low-porosity sandstone
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