A naturally constrained stress profile through the middle crust in an extensional terrane
A naturally constrained stress profile through the middle crust in an extensional terrane
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DOI:
10.1016/j.epsl.2010.11.044
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发表时间:
2011-03-01
影响因子:
5.3
通讯作者:
Platt, John P.
中科院分区:
文献类型:
--
作者:
Behr, Whitney M.;Platt, John P.
We present a method in which paleopiezometry, Ti-in-quartz thermobarometry (TitaniQ), and 2-D thermal modeling are used to construct a naturally constrained stress profile through the middle crust in an area of exhumed mid-crustal rocks. As an example, we examine the footwall of the Whipple Mountains metamorphic core complex (WMCC). Rocks in the WMCC were initially deformed at similar to 20 km depth by distributed ductile shear, and were then progressively overprinted by localized ductile shear zones and eventually by discrete brittle fracture as the footwall was cooled and exhumed toward the brittle-ductile transition (BDT). Increasing strain localization and cooling during exhumation allowed earlier microstructures to be preserved, and rocks in the WMCC therefore represent several points in temperature-stress space (and by inference depth-stress space). We identify enough of these stress-depth points to construct a complete profile of the flow stress through the middle crust to a depth of similar to 20 km, from which we derive regional estimates of the ambient stresses in the brittle upper crust, and the peak strength at the brittle-ductile transition in this region during Miocene extension.Maximum differential stress reached similar to 136 MPa just below the brittle-ductile transition at a depth of similar to 9 km. Stress levels are consistent with Byerlee's law in the upper crust assuming a vertical maximum principal stress and near-hydrostatic pore fluid pressures, and suggest a coefficient of friction on the 25 degrees-dipping Whipple fault of similar to 0.4. Differential stress decreases to 10-20 MPa at 20 km depths ark. similar to 500 degrees C. For strain rates typical of actively deforming regions (10(-1)2 to 10(-15)/s), our stress profile is bracketed by the Hirth et al. (2001) flow law for wet quartzite, whereas the flow law of Rutter and Brodie (2004) overestimates the strength of this particular region. (C) 2010 Elsevier By. All rights reserved.