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Faulting under High Confinement: Experimental Investigation and Model Development

Faulting under High Confinement: Experimental Investigation and Model Development
高约束下的断层:实验研究和模型开发
批准号:
0710919
负责人:
Carl Renshaw
金额:
$6.5万
依托单位:
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2008
资助国家:
美国
项目状态:
已结题
起止时间:
2008-05-01 至 2009-10-31

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中文摘要
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英文摘要
Of particular interest (and controversy) in geophysics and seismology are the mechanismscontrolling brittle-like failure at depths of several hundred km or more where deep earthquakesoccur. At these depths frictional sliding, the fundamental failure mechanism operating under thelower confinements present at shallower depths, is nominally suppressed. We propose newexperiments and modeling aimed at elucidating the characteristics and the fundamental physicalmechanism(s) that underlie localized brittle compressive failure under high confinement.Among the mechanisms that have been proposed to explain brittle-like failure under highconfinement, dehydration embrittlement and transformational faulting are the two most oftencited. They act to reduce confinement locally, in effect allowing low-confinement frictionalfaulting to continue into the high-confinement regime. However, changes in earthquake seismiccharacter at greater depths are possibly consistent with a change in the physical mechanism ofrupture for the deepest earthquakes. An alternative mechanism, and the one we propose toinvestigate, is plastic faulting. This mechanism is fundamentally different from the other two: itis a non-frictional shear instability aided by adiabatic heating.Spirited by past success in using ice as a model material for rock--Kirby's [1987] discoveryof transformational faulting, and our own discovery [Renshaw and Schulson, 2001] of whatappears to be a universal mechanism of low-confinement brittle failure--and encouraged by itsmineralogical simplicity and by its marked similarity to the behavior of rocks and minerals, wepropose a series of systematic compression experiments on granular ice to determine the effects,if any, of confinement, grain size and strain rate on both the terminal failure stress and the failuremode, with attention to microstructural detail. Preliminary experiments demonstrate a transitionin brittle-like failure mode with increasing confinement and that the high confinement faultsappear not to be friction controlled. Nor do they appear to be related to either mode II cracking,dehydration embrittlement, or phase transformations. Our working hypothesis is that plasticfaulting is at play. In addition, we propose to develop quantitative models of high confinementcompressive failure, using as inputs direct observations of the physical processes.
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Impact of Changing Flood Frequency on Sediment Connectivity Between River Channels and their Riparian Margins
  • 批准号:
    1545623
  • 项目类别:
    Continuing Grant
  • 资助金额:
    $35.96万
  • 财政年份:
    2016
  • 负责人:
    Carl Renshaw
  • 依托单位:
Stream Channel Stability and Watershed Resilience of Geomorphic Recovery
  • 批准号:
    1636415
  • 项目类别:
    Standard Grant
  • 资助金额:
    $34.96万
  • 财政年份:
    2016
  • 负责人:
    Carl Renshaw
  • 依托单位:
Permeability and Elastic Properties of Fractured Rock: Systematic Experimental Investigation and Model Development
  • 批准号:
    1519706
  • 项目类别:
    Standard Grant
  • 资助金额:
    $49.7万
  • 财政年份:
    2015
  • 负责人:
    Carl Renshaw
  • 依托单位:
Geomorphic Response and Recovery to Hurricane Irene Floods: Characterizing Reach-Scale and Regional Controls on Fluvial Adjustments and Fine Sediment Deposition
  • 批准号:
    1222531
  • 项目类别:
    Continuing Grant
  • 资助金额:
    $34.5万
  • 财政年份:
    2012
  • 负责人:
    Carl Renshaw
  • 依托单位:
国内基金
海外基金
体硅下薄膜(TUB,Thinfilm Under Bulk)复合结构成型机理及其高性能器件研究