Kwang-Il Kim , Saeha Kwon , Changsoo Lee , Jin-Seop Kim , Jeoung-Seok Yoon , Li Zhuang
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引用次数: 0
Abstract
In deep geological repositories (DGRs), decay heat from spent nuclear fuel raises the temperature, causing thermal stress and shear slip in pre-existing fractures in crystalline rocks, a phenomenon known as thermoshearing. An in-depth understanding of the thermoshearing mechanism in fractured rock masses is crucial for assessing the safety and stability of DGRs, as irreversible increase in permeability due to fracture shear slip can elevate fluid flow containing radionuclides and can compromise the integrity and performance of engineered barrier systems. This study presents a numerical reproduction of the laboratory thermoshearing experiments conducted on granite samples with planar and rough fractures using the three-dimensional discontinuum-based coupled code, TOUGH-3DEC. The calculated and measured temperatures at the heater and rock samples show reasonable agreement. The numerical models effectively capture the characteristic fracture shear behavior related to fracture roughness, as observed in the experiments. Irregular fracture roughness and relatively greater differential stress conditions applied in the rough fracture (RF) model induce shear slip before heating, differentiating the initiation timing of shear slip in the planar fracture (PF) and RF models. After heating, the maximum shear displacements for the PF and RF models are 68 μm and 74 μm, respectively, occurring near the top and bottom boundaries, where the temperature increase is the greatest. Among the five locations analyzed by digital image correlation, the largest shear displacement but the smallest dilation occurs at a specific location, indicating that intensified stress concentration at local protruding contacts can restrain the fracture dilation. The seismic events calculated using the developed seismic analysis algorithm show similarities with the measured acoustic emission events in terms of relative size and temporal distributions.
期刊介绍:
The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources.
The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.