结晶岩石压缩和拉伸破裂过程中声发射的矩张量和应力反演解

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Zihua Niu , Bing Qiuyi Li , Omid Moradian
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引用次数: 1

摘要

我们研究了巴利花岗岩棱镜试样在实验室破裂过程中由声发射(ae)得到的矩张量(MT)和应力反演解的准确性和鲁棒性。试样的预切缺陷引入了复杂的应力场,导致了震源机制的时空变化。具体来说,我们考虑了两种实验设置:(1)岩石在压缩中加载,主要产生剪切型裂缝;(2)材料在间接拉伸中加载,主要产生拉伸型裂缝。在每个测试中,我们首先将AE矩张量分解为双偶(DC)和非DC项,然后使用k-means聚类和非结构化阻尼应力反演算法获得明确的法向和滑移向量。研究了不同负载水平下直流和非直流事件的时空分布。大多数直流电事件和拉伸非直流电事件聚集在预切割缺陷周围,随后在这些缺陷周围形成宏观裂纹。利用有限元模拟的应力场对应力反演结果进行了验证。实验推导的应力方向与数值模拟的应力方向吻合较好。据作者所知,这项工作首次在实验室规模和高度非均质应力分布下通过数值模拟验证了应力反演方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Moment tensor and stress inversion solutions of acoustic emissions during compression and tensile fracturing in crystalline rocks

We investigate the accuracy and robustness of moment tensor (MT) and stress inversion solutions derived from acoustic emissions (AEs) during the laboratory fracturing of prismatic Barre granite specimens. Pre-cut flaws in the specimens introduce a complex stress field, resulting in a spatial and temporal variation of focal mechanisms. Specifically, we consider two experimental setups: (1) where the rock is loaded in compression to generate primarily shear-type fractures and (2) where the material is loaded in indirect tension to generate predominantly tensile-type fractures. In each test, we first decompose AE moment tensors into double-couple (DC) and non-DC terms and then derive unambiguous normal and slip vectors using k-means clustering and an unstructured damped stress inversion algorithm. We explore temporal and spatial distributions of DC and non-DC events at different loading levels. The majority of the DC and the tensile non-DC events cluster around the pre-cut flaws, where macro-cracks later develop. Results of stress inversion are verified against the stress field from finite element (FE) modeling. A good agreement is found between the experimentally derived and numerically simulated stress orientations. To the best of the authors’ knowledge, this work presents the first case where stress inversion methodologies are validated by numerical simulations at laboratory scale and under highly heterogeneous stress distributions.

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来源期刊
Journal of Rock Mechanics and Geotechnical Engineering
Journal of Rock Mechanics and Geotechnical Engineering Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
11.60
自引率
6.80%
发文量
227
审稿时长
48 days
期刊介绍: The Journal of Rock Mechanics and Geotechnical Engineering (JRMGE), overseen by the Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, is dedicated to the latest advancements in rock mechanics and geotechnical engineering. It serves as a platform for global scholars to stay updated on developments in various related fields including soil mechanics, foundation engineering, civil engineering, mining engineering, hydraulic engineering, petroleum engineering, and engineering geology. With a focus on fostering international academic exchange, JRMGE acts as a conduit between theoretical advancements and practical applications. Topics covered include new theories, technologies, methods, experiences, in-situ and laboratory tests, developments, case studies, and timely reviews within the realm of rock mechanics and geotechnical engineering.
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