正交节理系统和长方体块体的形成:从Havre Saint-Pierre(加拿大魁北克)地区平坦的石灰岩床中获得的新见解

IF 9.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Shaocheng Ji , Yvéric Rousseau , Denis Marcotte , Noah John Phillips
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引用次数: 1

摘要

垂直正交节理是浅层地壳岩石的共同特征。尽管它们无处不在,但关于它们的形成有几种相互竞争的理论。我们研究了加拿大魁北克省Havre-Saint-Pierre地区(圣劳伦斯河北岸)平坦的奥陶系灰岩层中正交节理的特殊暴露,以测试自然环境中节理形成的概念模型。在该区域内,交叉节理间距始终大于系统节理间距约1.5倍。这些层的节理间距/层厚比(s/t)(系统节理为4.3,交叉节理为6.4)远大于圣劳伦斯河南岸高应变地层(s/t = 1),突出了构造应变对减小裂缝间距和块体尺寸的作用。高s/t值表明,一旦达到系统关节的临界s/t比(如先前研究假设的那样),从压缩到拉伸的转换不太可能导致交叉关节形成。我们提出了一个新的正交节理系统形成模型,其中主应力轴在系统裂缝形成过程中局部切换。阶梯形正交节理的存在表明其有效应力状态为σ1∗> 0 >σ2∗>σ3∗,其中σ2∗-σ3∗在断裂时的断裂强度变化范围内。该研究为正交节理体系和立方体砌块的形成提供了一种新的力学模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The formation of orthogonal joint systems and cuboidal blocks: New insights gained from flat-lying limestone beds in the region of Havre-Saint-Pierre (Quebec, Canada)

Vertical orthogonal joints are a common feature in shallow crustal rocks. There are several competing theories for their formation despite the ubiquity. We examined the exceptional exposures of orthogonal joints in flat-lying Ordovician limestone beds from the Havre-Saint-Pierre Region in Quebec, Canada (north shore of Saint-Lawrence River) to test conceptual models of joint formation in a natural setting. In the region, the spacing of cross-joints is consistently larger than the spacing of systematic joints by a factor of 1.5 approximately. The joint-spacing-to-bed-thickness ratios (s/t) are much larger in these beds (s/t = 4.3 for systematic joints, and 6.4 for cross-joints) than those in higher strained strata along the south shore of the Saint-Lawrence River (s/t = 1), highlighting the effect of tectonic strain in decreasing fracture spacing and block size. The high values of s/t indicate that cross-joint formation was unlikely caused by a switch from compression to tension once a critical s/t ratio for systematic joints was reached (as hypothesized in previous studies). We proposed a new model for the formation of orthogonal joint systems where the principal stress axes locally switch during the formation of systematic fractures. The presence of ladder-shaped orthogonal joints suggests a state of effective stress with σ1∗≫0 > σ2∗>σ3∗ and where σ2∗-σ3∗ is within the range of fracture strength variability at the time of fracture. This research provides a new mechanical model for the formation of orthogonal joint systems and cuboidal blocks.

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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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