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DOI | 10.1029/2018GL078434 |
Development and Recovery of Stress-Induced Elastic Anisotropy During Cyclic Loading Experiment on Westerly Granite | |
Passelegue, Francois. X.1,2,3; Pimienta, Lucas2,3; Faulkner, Daniel4; Schubnel, Alexandre2; Fortin, Jerome2; Gueguen, Yves2 | |
2018-08-28 | |
发表期刊 | GEOPHYSICAL RESEARCH LETTERS |
ISSN | 0094-8276 |
EISSN | 1944-8007 |
出版年 | 2018 |
卷号 | 45期号:16页码:8156-8166 |
文章类型 | Article |
语种 | 英语 |
国家 | England; France; Switzerland |
英文摘要 | In the upper crust, where brittle deformation mechanisms dominate, the development of crack networks subject to anisotropic stress fields generates stress-induced elastic anisotropy. Here a rock specimen of Westerly granite was submitted to differential stress cycles (i.e., loading and unloading) of increasing amplitudes, up to failure and under upper crustal conditions. Combined records of strains, acoustic emissions, and P and S elastic wave anisotropies demonstrate that increasing differential stress promotes crack opening, sliding, and propagation subparallel to the main compressive stress orientation. However, the significant elastic anisotropies observed during loading (>= 20%) almost vanish upon stress removal, demonstrating that in the absence of stress, crack-related elastic anisotropy remains limited (<= 10%). As a consequence, (i) crack-related elastic anisotropies measured in the crust will likely be a strong function of the level of differential stress, and consequently (ii) continuous monitoring of elastic wave velocity anisotropy along faults could shed light on the mechanism of stress accumulation during interseismic loading. Plain Language Summary In the upper crust, large strains are accommodated by brittle deformation mechanisms, leading to macroscopic faults embedded within a substantially damaged rock medium. The development of crack damage affects both the strength and the elastic and transport properties of rocks. Nowadays, the evolution of rock elastic properties is commonly used to estimate the direction of the maximum stress along faults and evaluate seismic hazard of seismogenic area. Up to now, stress-induced anisotropy was expected to be irreversible and observable by geophysics method even after unloading or exhumation of the rocks. In this study, we demonstrate for the first time that unloading induces an almost complete recovery of both stress-induced anisotropy and stress-induced damage. Our results suggest that elastic properties estimated from wave velocity measurement could then underestimate both damage and anisotropy of the crust under shallow depth conditions. |
英文关键词 | stress-induced anisotropy crack densities acoustic emissions damage recovery anisotropy recovery Kaiser effect |
领域 | 气候变化 |
收录类别 | SCI-E |
WOS记录号 | WOS:000445612500032 |
WOS关键词 | SAN-ANDREAS FAULT ; SLIDING CRACK MODEL ; VELOCITY ANISOTROPY ; WAVE VELOCITY ; ACOUSTIC-EMISSION ; CATACLASTIC FLOW ; SEISMIC EVIDENCE ; BRITTLE ; DAMAGE ; ROCK |
WOS类目 | Geosciences, Multidisciplinary |
WOS研究方向 | Geology |
引用统计 | |
文献类型 | 期刊论文 |
条目标识符 | http://119.78.100.173/C666/handle/2XK7JSWQ/26439 |
专题 | 气候变化 |
作者单位 | 1.Univ Manchester, SEAES, Manchester, Lancs, England; 2.Ecole Normale Super, CNRS UMR, Lab Geol, Paris, France; 3.EPFL Lausanne, Civil Engn, Lausanne, Switzerland; 4.Univ Liverpool, Sch Environm, Liverpool, Merseyside, England |
推荐引用方式 GB/T 7714 | Passelegue, Francois. X.,Pimienta, Lucas,Faulkner, Daniel,et al. Development and Recovery of Stress-Induced Elastic Anisotropy During Cyclic Loading Experiment on Westerly Granite[J]. GEOPHYSICAL RESEARCH LETTERS,2018,45(16):8156-8166. |
APA | Passelegue, Francois. X.,Pimienta, Lucas,Faulkner, Daniel,Schubnel, Alexandre,Fortin, Jerome,&Gueguen, Yves.(2018).Development and Recovery of Stress-Induced Elastic Anisotropy During Cyclic Loading Experiment on Westerly Granite.GEOPHYSICAL RESEARCH LETTERS,45(16),8156-8166. |
MLA | Passelegue, Francois. X.,et al."Development and Recovery of Stress-Induced Elastic Anisotropy During Cyclic Loading Experiment on Westerly Granite".GEOPHYSICAL RESEARCH LETTERS 45.16(2018):8156-8166. |
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