Mechanical properties and Acoustic Emission response of carbonate fault breccias, a study from Greece

IF 1.3 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL
V. Kallimogiannis, C. Saroglou
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引用次数: 0

Abstract

The present study aims to investigate the mechanical properties and Acoustic Emission (AE) response of carbonate fault rocks in Lefkada Island, Greece. In the aforementioned region, tectonic processes have resulted in the formation of fault breccias with poor mechanical properties and complex behavior. In these weak formations, conventional laboratory testing methods are restricted due to their disintegration during sampling and specimen preparation. A novel sample preparation and laboratory testing technique are used jointly with a back-analysis of a co-seismic landslide, that occurred during a M w 6.5 earthquake in 2015. These two approaches are employed to characterize and predict the mechanical behavior of these formations. The uniaxial compressive strength (UCS) of the fault breccias, determined in the laboratory, has a wide range primarily due to the complex nature of the material. The back-analysis, using a 3D limit equilibrium method, proves that the shear strength of the in-situ material is significantly lower than that determined in the laboratory. Finally, the acoustic emission response of fault breccias was different compared to that of brittle rocks. B-value analysis and the damage variable evolution indicate that the accumulated damage within fault breccias is higher than expected and thus they are more prone to fatigue. Thematic collection: This article is part of the Leading to Innovative Engineering Geology Practices collection available at: https://www.lyellcollection.org/topic/collections/leading-to-innovative-engineering-geology-practices
希腊碳酸盐岩断层角砾岩力学性质及声发射响应研究
本研究旨在研究希腊莱夫卡达岛碳酸盐断层岩的力学性质和声发射(AE)响应。在上述地区,构造过程导致断裂角砾岩的形成,其力学性能较差,行为复杂。在这些薄弱地层中,由于取样和样品制备过程中的崩解,传统的实验室测试方法受到限制。一种新的样品制备和实验室测试技术与2015年6.5级地震期间发生的同震滑坡的反分析相结合。这两种方法被用来表征和预测这些地层的力学行为。实验室测定的断层角砾岩的单轴抗压强度(UCS)范围很广,主要是由于材料的复杂性。使用三维极限平衡方法进行的反分析证明,原位材料的剪切强度明显低于实验室测定的剪切强度。最后,断层角砾岩与脆性岩石的声发射响应不同。B值分析和损伤变量演化表明,断层角砾岩内的累积损伤高于预期,因此更容易疲劳。专题集:本文是“引领创新工程地质实践”系列的一部分,可在以下网站获取:https://www.lyellcollection.org/topic/collections/leading-to-innovative-engineering-geology-practices
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来源期刊
CiteScore
3.40
自引率
14.30%
发文量
66
审稿时长
6 months
期刊介绍: Quarterly Journal of Engineering Geology and Hydrogeology is owned by the Geological Society of London and published by the Geological Society Publishing House. Quarterly Journal of Engineering Geology & Hydrogeology (QJEGH) is an established peer reviewed international journal featuring papers on geology as applied to civil engineering mining practice and water resources. Papers are invited from, and about, all areas of the world on engineering geology and hydrogeology topics. This includes but is not limited to: applied geophysics, engineering geomorphology, environmental geology, hydrogeology, groundwater quality, ground source heat, contaminated land, waste management, land use planning, geotechnics, rock mechanics, geomaterials and geological hazards. The journal publishes the prestigious Glossop and Ineson lectures, research papers, case studies, review articles, technical notes, photographic features, thematic sets, discussion papers, editorial opinion and book reviews.
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