Abstract
Success of our ongoing energy transition largely depends on subsurface exploitation. The subsurface can act as a “battery” to store energy dense fluids such as hydrogen, or a “host” to sequester unwanted substances such as carbon dioxide or radioactive waste. On the other hand, these operations cause the subsurface pressure and/or temperature to change and induce various (or cyclical) loadings to the surrounding formations. Their operational safety crucially hinges upon the subsurface integrity. The most imminent risk is nucleation of cracks that can lead to loss of mechanical integrity. Unlike hydraulic fracturing in geoenergy applications where one deliberately initiates cracks at certain targets, we normally design a system to avoid fracturing. At the designing stage, we thus have no prior knowledge of crack initiation locations or propagation paths. And, the computational designing tools should be able to assess the fracturing risk without such prior knowledge. In this study, we compared three computational approaches that do not require prescribed crack geometries—the discrete element method, the lattice element method, and the variational phase-field approach—against percolation experiments on rock salt. The experimental results show different fracture propagation paths depending on the boundary loads. The fracture geometries were reasonably matched by all approaches despite some differences in path irregularities. While the variational phase-field approach predicts relatively regular fracture paths, the paths predicted by the discrete and the lattice element methods are more irregular. These irregularities may seem more comparable to intergrain failure in real rocks, but they are also necessary triggers for fracture initiation in the discrete and the lattice element methods. In contrast, the fracture initiation in the variational phase-field approach is a realization of the energy minimization in the system, and the grain level descriptions are absent in the current formulation. These findings highlight their predictive capabilities and gaps to be bridged between the grain and continuum scales for field-scale applications.
Highlights
It is crucial to assess interacting processes in subsurface applications (Bauer et al 2017; Martens et al 2019; Volchko et al 2020)
We look into rock salt, considered an ideal barrier material, because of its ductility, healing potential, high thermal conductivity, and tightness
We briefly describe the “phase-field model” applied in this study
Summary
It is crucial to assess interacting processes in subsurface applications (Bauer et al 2017; Martens et al 2019; Volchko et al 2020). One needs to select a site based on a long-term. Environmental Earth Sciences (2022) 81:139 subsurface integrity in geological storage of resources such as hydrogen, carbohydrates, or water. We rely on geological barriers to isolate the stored or disposed material from the larger hydrogeological cycle during and after the anthropogenic intervention through a low permeability, retention, and retardation mechanisms (McCartney et al 2016; Martens et al 2019). The barrier rocks need to have sufficient strength and ductility to accommodate loads induced by the construction and operation of the storage space. The rocks can reverse damage through mechanisms such as sealing or healing
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