Relating Quartz Crystallographic Preferred Orientation Intensity to Finite Strain Magnitude in the Northern Snake Range Metamorphic Core Complex, Nevada: A New Tool for Characterizing Strain Patterns in Ductilely Sheared Rocks

IF 3.3 1区 地球科学 Q1 GEOCHEMISTRY & GEOPHYSICS
Tectonics Pub Date : 2024-09-18 DOI:10.1029/2023tc008166
Nolan R. Blackford, Sean P. Long, Jeffrey Lee, Kyle P. Larson, Gareth Seward, Julia L. Stevens, Hadeel Al Harthi
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Abstract

Documenting the magnitude of finite strain within ductile shear zones is critical for understanding lithospheric deformation. However, pervasive recrystallization within shear zones often destroys the deformed markers from which strain can be measured. Intensity parameters calculated from quartz crystallographic preferred orientation (CPO) distributions have been interpreted as proxies for the relative strain magnitude within shear zones, but thus far have not been calibrated to absolute strain magnitude. Here, we present equations that quantify the relationship between CPO intensity parameters (cylindricity and density norm) and finite strain magnitude, which we calculate by integrating quartz CPO analyses (n = 87) with strain ellipsoids from stretched detrital quartz clasts (n = 49) and macro-scale ductile thinning measurements (n = 7) from the footwall of the Northern Snake Range décollement (NSRD) in Nevada. The NSRD footwall exhibits a strain gradient, with Rs(XZ) values increasing from 5.4 ± 1.4 to 282 ± 122 eastward across the range. Cylindricity increases from 0.52 to 0.83 as Rs increases from 5.4 to 23.5, and increases gradually to 0.92 at Rs values between 160 and 404. Density norm increases from 1.68 to 2.97 as Rs increases from 5.4 to 23.5, but stays approximately constant until Rs values between 160 and 404. We present equations that express average finite strain as a function of average cylindricity and density norm, which provide a broadly applicable tool for estimating the first-order finite strain magnitude within any shear zone from which quartz CPO intensity can be measured. To demonstrate their utility, we apply our equations to published data from Himalayan shear zones and a Cordilleran core complex.
内华达州北蛇岭变质岩核复合体中石英晶体学优先方向强度与有限应变幅度的关系:表征韧性剪切岩石应变模式的新工具
记录韧性剪切带内有限应变的大小对于了解岩石圈变形至关重要。然而,剪切带内普遍存在的再结晶现象往往会破坏变形标记,而通过这些标记可以测量应变。根据石英晶体学优选取向(CPO)分布计算出的强度参数被解释为剪切带内相对应变幅度的代用指标,但迄今为止尚未与绝对应变幅度进行校准。在这里,我们提出了量化 CPO 强度参数(圆柱度和密度法线)与有限应变幅度之间关系的方程。我们通过将石英 CPO 分析(n = 87)与拉伸的碎屑石英(n = 49)应变椭球和内华达州北蛇岭(Northern Snake Range décollement,NSRD)脚壁的宏观韧性减薄测量(n = 7)进行整合,计算出了 CPO 强度参数与有限应变幅度之间的关系。内华达州北蛇岭山麓壁呈现应变梯度,Rs(XZ) 值从 5.4 ± 1.4 增加到 282 ± 122,横跨山脉向东延伸。当 Rs 值从 5.4 增加到 23.5 时,圆柱度从 0.52 增加到 0.83,当 Rs 值在 160 到 404 之间时,圆柱度逐渐增加到 0.92。当 Rs 值从 5.4 增至 23.5 时,密度规范值从 1.68 增至 2.97,但在 Rs 值介于 160 和 404 之间之前,密度规范值大致保持不变。我们提出了表达平均有限应变的方程,作为平均圆柱度和密度规范的函数,这些方程提供了一个广泛适用的工具,用于估算任何剪切区内的一阶有限应变幅度,并可从中测量石英 CPO 强度。为了证明其实用性,我们将我们的方程应用于喜马拉雅剪切带和科迪勒拉岩芯复合体的已公布数据。
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来源期刊
Tectonics
Tectonics 地学-地球化学与地球物理
CiteScore
7.70
自引率
9.50%
发文量
151
审稿时长
3 months
期刊介绍: Tectonics (TECT) presents original scientific contributions that describe and explain the evolution, structure, and deformation of Earth¹s lithosphere. Contributions are welcome from any relevant area of research, including field, laboratory, petrological, geochemical, geochronological, geophysical, remote-sensing, and modeling studies. Multidisciplinary studies are particularly encouraged. Tectonics welcomes studies across the range of geologic time.
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