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超剪切破裂速度下变质辉长岩的内聚区长度。

Cohesive zone length of metagabbro at supershear rupture velocity.

作者信息

Fukuyama Eiichi, Xu Shiqing, Yamashita Futoshi, Mizoguchi Kazuo

机构信息

National Research Institute for Earth Science and Disaster Resilience, Tsukuba, Japan.

Central Research Institute of Electric Power Industry, Abiko, Japan ; National Research Institute for Earth Science and Disaster Resilience, Tsukuba, Japan.

出版信息

J Seismol. 2016;20(4):1207-1215. doi: 10.1007/s10950-016-9588-2. Epub 2016 Jun 2.

DOI:10.1007/s10950-016-9588-2
PMID:28190969
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC5270910/
Abstract

We investigated the shear strain field ahead of a supershear rupture. The strain array data along the sliding fault surfaces were obtained during the large-scale biaxial friction experiments at the National Research Institute for Earth Science and Disaster Resilience. These friction experiments were done using a pair of meter-scale metagabbro rock specimens whose simulated fault area was 1.5 m × 0.1 m. A 2.6-MPa normal stress was applied with loading velocity of 0.1 mm/s. Near-fault strain was measured by 32 two-component semiconductor strain gauges installed at an interval of 50 mm and 10 mm off the fault and recorded at an interval of 1 MHz. Many stick-slip events were observed in the experiments. We chose ten unilateral rupture events that propagated with supershear rupture velocity without preceding foreshocks. Focusing on the rupture front, stress concentration was observed and sharp stress drop occurred immediately inside the ruptured area. The temporal variation of strain array data is converted to the spatial variation of strain assuming a constant rupture velocity. We picked up the peak strain and zero-crossing strain locations to measure the cohesive zone length. By compiling the stick-slip event data, the cohesive zone length is about 50 mm although it scattered among the events. We could not see any systematic variation at the location but some dependence on the rupture velocity. The cohesive zone length decreases as the rupture velocity increases, especially larger than [Formula: see text] times the shear wave velocity. This feature is consistent with the theoretical prediction.

摘要

我们研究了超剪切破裂前方的剪切应变场。沿滑动断层面的应变阵列数据是在日本国立研究地球科学与防灾研究所的大规模双轴摩擦实验中获得的。这些摩擦实验使用了一对米级的变质辉长岩岩石标本,其模拟断层面面积为1.5米×0.1米。施加了2.6兆帕的法向应力,加载速度为0.1毫米/秒。近断层应变由32个双分量半导体应变片测量,这些应变片以50毫米的间隔安装,距断层10毫米,并以1兆赫兹的间隔记录。实验中观察到许多粘滑事件。我们选择了十个单侧破裂事件,这些事件以超剪切破裂速度传播,且没有前震。聚焦于破裂前沿,观察到应力集中,并且在破裂区域内部立即出现了急剧的应力下降。假设破裂速度恒定,将应变阵列数据的时间变化转换为应变的空间变化。我们选取了峰值应变和零交叉应变位置来测量内聚区长度。通过汇编粘滑事件数据,内聚区长度约为50毫米,尽管在各事件之间存在分散。我们在该位置未看到任何系统性变化,但发现其与破裂速度存在一定相关性。内聚区长度随着破裂速度的增加而减小,尤其是当破裂速度大于剪切波速度的[公式:见原文]倍时。这一特征与理论预测一致。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3e60/5270910/f590dd094d62/10950_2016_9588_Fig10_HTML.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3e60/5270910/a03aa4307a28/10950_2016_9588_Fig5_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3e60/5270910/cbfa1a1164a8/10950_2016_9588_Fig6_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3e60/5270910/497805e744bc/10950_2016_9588_Fig7_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3e60/5270910/ffb75f2dbcae/10950_2016_9588_Fig8_HTML.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3e60/5270910/e9e01fe598c9/10950_2016_9588_Fig9_HTML.jpg
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本文引用的文献

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Scale dependence of rock friction at high work rate.高功量率下岩石摩擦的尺度依赖性。
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