Folded fabric tunes rock deformation and failure mode in the upper crust

被引:7
作者
Agliardi, F. [1 ]
Dobbs, M. R. [2 ]
Zanchetta, S. [1 ]
Vinciguerra, S. [3 ]
机构
[1] Univ Milano Bicocca, Dept Earth & Environm Sci, Piazza Sci 4, I-20126 Milan, Italy
[2] British Geol Survey, Environm Sci Ctr, Nicker Hill, Keyworth NG12 5GG, Notts, England
[3] Univ Turin, Dept Earth Sci, Via Valperga Caluso 35, I-10125 Turin, Italy
关键词
BRITTLE; FRACTURE; SLIP; ARCHITECTURE; TRANSITION; CRITERION; GNEISS;
D O I
10.1038/s41598-017-15523-1
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
The micro-mechanisms of brittle failure affect the bulk mechanical behaviour and permeability of crustal rocks. In low-porosity crystalline rocks, these mechanisms are related to mineralogy and fabric anisotropy, while confining pressure, temperature and strain rates regulate the transition from brittle to ductile behaviour. However, the effects of folded anisotropic fabrics, widespread in orogenic settings, on the mechanical behaviour of crustal rocks are largely unknown. Here we explore the deformation and failure behaviour of a representative folded gneiss, by combining the results of triaxial deformation experiments carried out while monitoring microseismicity with microstructural and damage proxies analyses. We show that folded crystalline rocks in upper crustal conditions exhibit dramatic strength heterogeneity and contrasting failure modes at identical confining pressure and room temperature, depending on the geometrical relationships between stress and two different anisotropies associated to the folded rock fabric. These anisotropies modulate the competition among quartz-and micadominated microscopic damage processes, resulting in transitional brittle to semi-brittle modes under P and T much lower than expected. This has significant implications on scales relevant to seismicity, energy resources, engineering applications and geohazards.
引用
收藏
页数:9
相关论文
共 44 条
[1]   Fabric controls on the brittle failure of folded gneiss and schist [J].
Agliardi, Federico ;
Zanchetta, Stefano ;
Crosta, Giovanni B. .
TECTONOPHYSICS, 2014, 637 :150-162
[2]   Brittle-ductile transition and associated seismicity:: Experimental and numerical studies and relationship with the b value -: art. no. 2044 [J].
Amitrano, D .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2003, 108 (B1)
[3]  
[Anonymous], 2004, D454304 ASTM INT
[4]   THE DAMAGE MECHANICS OF BRITTLE SOLIDS IN COMPRESSION [J].
ASHBY, MF ;
SAMMIS, CG .
PURE AND APPLIED GEOPHYSICS, 1990, 133 (03) :489-521
[5]  
Atkinson B.K., 1987, FRACTURE MECH ROCK, P477, DOI DOI 10.1016/B978-0-12-066266-1.50016-8
[6]   INTRINSIC SHEAR-STRENGTH OF A BRITTLE, ANISOTROPIC ROCK .1. EXPERIMENTAL AND MECHANICAL INTERPRETATION [J].
ATTEWELL, PB ;
SANDFORD, MR .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1974, 11 (11) :423-430
[7]  
Beeler N. M., 2007, SEISMOGENIC ZONE SUB, P692
[8]   DILATANCY IN FRACTURE OF CRYSTALLINE ROCKS [J].
BRACE, WF ;
PAULDING, BW ;
SCHOLZ, C .
JOURNAL OF GEOPHYSICAL RESEARCH, 1966, 71 (16) :3939-&
[9]  
Caine JS, 1996, GEOLOGY, V24, P1025, DOI 10.1130/0091-7613(1996)024<1025:FZAAPS>2.3.CO
[10]  
2