DOI: | 10.1002/2016GL069701
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论文题名: | The effects of barriers on supershear rupture |
作者: | Xu J.; Zhang Z.; Chen X.
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刊名: | Geophysical Research Letters
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ISSN: | 0094-8845
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EISSN: | 1944-8576
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出版年: | 2016
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卷: | 43, 期:14 | 起始页码: | 7478
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结束页码: | 7485
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语种: | 英语
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英文关键词: | barrier
; free surface
; supershear
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Scopus关键词: | Cracks
; Barrier
; Buried depth
; Free surfaces
; Half spaces
; Planar fault
; Supershear
; Supershear rupture
; Geometry
; crack
; fault propagation
; natural barrier
; rupture
; shear
; transition zone
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英文摘要: | A barrier may induce a supershear rupture transition in some cases, whereas it may prevent the further propagation of a supershear rupture in other cases. We investigate the effects of a barrier on the supershear rupture propagation on a planar fault in a 3-D half-space. Our results show that the effect of a barrier on supershear is strongly dependent on its size, strength, and location. For larger sizes, shallower buried depths, and relatively higher strengths, the barrier tends to prevent supershear propagation more strongly. When the barrier is located on the free surface and near the critical distance, it prevents the further propagation of supershear rupture. If a barrier is located far from the critical distance, the first supershear daughter crack is slowed down and a new supershear daughter crack is generated after the rupture front passes through the barrier. This mechanism greatly lengthens the supershear transition distance. ©2016. American Geophysical Union. All Rights Reserved. |
URL: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-84979239942&doi=10.1002%2f2016GL069701&partnerID=40&md5=5b84757bf4e2e8614b21ec1044e719c1
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Citation statistics: |
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资源类型: | 期刊论文
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标识符: | http://119.78.100.158/handle/2HF3EXSE/9808
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Appears in Collections: | 科学计划与规划 气候变化与战略
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作者单位: | School of Earth and Space Sciences, University of Science and Technology of China, Hefei, China
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Recommended Citation: |
Xu J.,Zhang Z.,Chen X.. The effects of barriers on supershear rupture[J]. Geophysical Research Letters,2016-01-01,43(14).
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