Slip-weakening friction controls coseismic displacements in a 3D fracture network: Implications for the long-term safety of nuclear waste repositories

IF 3.3 2区 工程技术 Q3 ENERGY & FUELS Geomechanics for Energy and the Environment Pub Date : 2024-03-19 DOI:10.1016/j.gete.2024.100551
Wenbo Pan , Zixin Zhang , Shuaifeng Wang , Qinghua Lei
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Abstract

During the long-term operational lifespan of nuclear waste repositories in crystalline rock formations, large earthquakes along nearby seismogenic fault zones may occur, coseismically triggering shear displacements of secondary fractures within the respository site. In addition, these secondary fractures that may be associated with slip-weakening friction could accommodate significant slip instabilities and large shear displacements. A cumulative shear displacement exceeding 50 mm could affect the integrity of waste canisters, potentially resulting in the escape of hazardous radionuclides into the groundwater system. To investigate this problem, we develop a novel 3D seismo-mechanical model to simulate the transient rupture of a primary seismogenic fault zone and coseismic slips in a network of secondary fractures located around the primary fault. A plausible postglacial earthquake scenario is studied, where the rupture along the seismogenic fault propagates outward from a predefined hypocenter, with the resulting static stress changes and dynamic ground vibrations captured. We explore different cases with secondary fractures having different degrees of slip-weakening friction, which is found to strongly control the spatial decay of coseismic fracture displacements in the system. The findings derived from our study have significant implications for assessing the long-term safety of nuclear waste repositories in faulted and fractured crystalline rocks.

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滑动减弱摩擦力控制三维断裂网络中的同震位移:对核废料储存库长期安全的影响
在结晶岩层中的核废料贮存库的长期运行寿命期间,附近的地震断层带可能会发生大地震,在共震作用下引发贮存库址内次级断裂的剪切位移。此外,这些可能与滑动减弱摩擦有关的次生断裂可能会产生明显的滑动不稳定性和较大的剪切位移。累计剪切位移超过 50 毫米就会影响废物罐的完整性,可能导致有害放射性核素逸入地下水系统。为了研究这个问题,我们开发了一种新型三维地震力学模型,模拟原发地震断层带的瞬时断裂以及位于原发断层周围的次级断裂网络中的共震滑动。我们研究了一种可信的冰川期后地震情况,即地震断层的断裂从预定的次中心向外传播,并捕捉由此产生的静应力变化和地面动态振动。我们探讨了次生断裂具有不同程度滑移减弱摩擦力的不同情况,发现这种摩擦力强烈控制着系统中同震断裂位移的空间衰减。我们的研究结果对评估断层和断裂结晶岩中核废料储存库的长期安全性具有重要意义。
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来源期刊
Geomechanics for Energy and the Environment
Geomechanics for Energy and the Environment Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
5.90
自引率
11.80%
发文量
87
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.
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