Benchmark study of a new simplified DFN model for shearing of intersecting fractures and faults
It is challenging to quantitatively predict shearing of intersecting fractures/faults because of dynamic frictional contacts accompanied by possible nonlinear rock deformation. To address such challenges, a new conceptual model—the simplified DFN model—was proposed and validated by Hu et al. 46 to use major paths (MPs) to represent complicated DFNs for calculation of shearing. In this work, we conducted a benchmark study for three examples that involve different levels of complexity of intersecting fractures, and correspondingly different numbers of MPs. The codes and software that were used in the benchmark cover a range of continuum, discontinuum and hybrid numerical methods: NMM (LBNL), FLAC3D (LBNL), GBDEM (KIGAM), FRACOD (DynaFrax), and CASRock (CAS). The general consistency between DFN and MP cases as predicted by all the codes/software demonstrates that major paths can be used to simplify the geometry of DFNs in a wide range of software. Disagreement in results made by some software and potential future improvements are discussed. We show that (1) shearing of one or multiple major fractures can be reduced if there are multiple smaller intersecting fractures in that area, which is a useful basis for understanding and controlling induced seismicity and merits further analysis, and (2) the agreement achieved in the benchmark examples provide confidence that the simplified DFN model is a promising conceptual model that can be used for different types of numerical approaches and software for simplifying the analysis of the shearing of intersecting fractures and faults. • A benchmark study with five different software was conducted to test the simplified DFN model. • Possible mechanisms of stress relaxation and controlling of induced seismicity in DFN are discussed. • Disagreement in results and potential future improvements by different software are discussed. • The agreements between different software demonstrate that the simplified DFN model is applicable in a wide range of software.
Authors
- Jens Birkhölzer (ORCID: https://orcid.org/0000-0002-7989-1912)
- Jonny Rutqvist (ORCID: https://orcid.org/0000-0002-7949-9785)
- T. SASAKI (ORCID: https://orcid.org/0000-0001-8833-0175)
- Mengsu Hu (ORCID: https://orcid.org/0000-0002-8853-2022)
- Jeoung Seok Yoon
- Hejuan Liu (ORCID: https://orcid.org/0000-0002-9739-6907)
- Olaf Kolditz (ORCID: https://orcid.org/0000-0002-8098-4905)
- Chan–Hee Park (ORCID: https://orcid.org/0000-0002-9603-4920)
- Jung–Wook Park (ORCID: https://orcid.org/0000-0003-4059-6606)
- Zhaofeng Wang (ORCID: https://orcid.org/0000-0001-5346-6195)
Institutions
- Helmholtz Centre for Environmental Research (DE)
- Lawrence Berkeley National Laboratory (US)
- Institute of Rock and Soil Mechanics (CN)
- Korea Institute of Geoscience and Mineral Resources (KR)
- Dynavax Technologies (Germany) (DE)
- Technische Universität Dresden (DE)
Publication Details
- Journal
- Geomechanics for Energy and the Environment
- Published
- 2025-02-03
- DOI
- https://doi.org/10.1016/j.gete.2025.100644
- Citations
- 2
- Primary Topic
- Geotechnical Engineering and Underground Structures
- Type
- article
- Field-Weighted Citation Impact
- 1.91
Funders
- National Natural Science Foundation of China
- Ministry of Trade, Industry and Energy
- Ministry of Science and ICT, South Korea
- Office of Spent Fuel and Waste Science and Technology