The Role of Fluids in Earthquake Initiation and Suppression: Models of Fluid-Grain Interaction in Fault Zones

流体在地震引发和抑制中的作用:断裂带中的流体-颗粒相互作用模型

基本信息

  • 批准号:
    1114235
  • 负责人:
  • 金额:
    $ 21.52万
  • 依托单位:
  • 依托单位国家:
    美国
  • 项目类别:
    Standard Grant
  • 财政年份:
    2011
  • 资助国家:
    美国
  • 起止时间:
    2011-07-01 至 2015-06-30
  • 项目状态:
    已结题

项目摘要

Earthquakes represent a significant natural hazard in many inhabited areas of the world. Yet, despite much study, the conditions that control the stability and nature of the slip on faults are still poorly understood. An important control on fault-stability arises from the fact that faults zones are often filled with granulated rock and the interstices of these grains are filled with groundwater. Variations in the pressure of this fluid have been observed to trigger movement on faults. The proposed project will result in a better understanding of the basic physics behind slip on faults, in particular the coupling between solid stresses and fluid pressures in the fault zone. The insight gained from this work will contribute to the efforts to assess the seismic hazard associated with individual faults, and the risk of triggering earthquakes by natural or man-made changes in local groundwater levels. This work should also add to the understanding of saturated granular flows, such as landslides and offshore turbidity flows (both of which constitute significant natural hazards to lives and structures). The saturated gouge-fault block system includes several coupled mechanisms that may control fault stability and determine the conditions under which faults creep, slip slowly (slow earthquakes), or accelerate into earthquakes. Increases in fluid pressure reduce the effective stress across a fault, which weakens the fault and promotes sliding, while the dilation that accompanies the onset of slip will lead to pressure reductions that can strengthen the fault. Fluid flow into and out of the fault will mute pressure fluctuations, but is highly dependent on permeability in both the granular fault gouge and in the confining wall rock, which in turn can vary greatly with gouge dilation and stress-induced damage. We will study this system using a grain-scale numerical model. This model couples together the discrete element method (DEM) for granular dynamics with a continuum finite-difference solution for fluid flow through permeable media. This grain-scale approach allows for heterogeneity and localization within the fault gouge, and accounts for effects of the pressure on the dilation of the fault. We will simulate sections of a gouge-filled fault zone confined by breakable wall rock (simulated with bonded cohesive granular material). The modeled fault will be subjected to various types of loading, including slow increases in tectonic shear stress and the transient passage of seismic waves and fluid pressure waves. The goal will be to map out the conditions for fault stability, and quantify the relationships between fault stresngth and the evolving permeability and fluid pressure in both the fault gouge and damaged wall rock.
在世界上许多有人居住的地区,地震是一种重大的自然灾害。然而,尽管进行了大量的研究,控制断层滑动的稳定性和性质的条件仍然知之甚少。断层稳定性的一个重要控制因素是,断裂带经常充满颗粒状岩石,这些颗粒的间隙充满地下水。人们观察到,这种流体压力的变化会引发断层上的运动。拟议的项目将使人们更好地了解断层滑动背后的基本物理学,特别是断层带中固体应力和流体压力之间的耦合。从这项工作中获得的见解将有助于评估与单个断层有关的地震危险,以及由当地地下水位的自然或人为变化引发地震的风险。这项工作也应该增加对饱和颗粒流的理解,如滑坡和近海浑浊流(两者都对生命和结构构成重大的自然灾害)。饱和断层-断块系统包括几个耦合机制,这些机制可以控制断层的稳定性,并决定断层蠕变、缓慢滑动(慢震)或加速为地震的条件。流体压力的增加降低了断层上的有效应力,从而削弱了断层并促进了滑动,而伴随滑动开始的膨胀将导致压力的降低,从而加强了断层。流体进出断层会抑制压力波动,但高度依赖于颗粒状断层泥和围壁岩石的渗透率,这反过来又会随着断层泥的膨胀和应力损伤而发生很大变化。我们将使用一个粒度数值模型来研究这个系统。该模型将颗粒动力学的离散元法(DEM)与流体在可渗透介质中流动的连续有限差分解相结合。这种粒度方法考虑了断层泥的非均质性和局部性,并考虑了压力对断层膨胀的影响。我们将模拟一个由易碎围岩限制的断层带的剖面(用黏结的粘性颗粒材料模拟)。模拟断层将受到各种类型的加载,包括构造剪应力的缓慢增加以及地震波和流体压力波的瞬态通过。目标将是绘制断层稳定性的条件,并量化断层强度与断层泥和受损围岩中渗透率和流体压力的变化之间的关系。

项目成果

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David Sparks其他文献

Evolution of fluid chemistry in quartz compaction systems: Experimental investigations and numerical modeling
  • DOI:
    10.1016/j.gca.2007.08.013
  • 发表时间:
    2007-10-15
  • 期刊:
  • 影响因子:
  • 作者:
    Wenwu He;Andrew Hajash;David Sparks
  • 通讯作者:
    David Sparks

David Sparks的其他文献

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{{ truncateString('David Sparks', 18)}}的其他基金

Collaborative Research: Understanding Robert Noyce Teacher Scholarship Outcomes in Texas
合作研究:了解德克萨斯州罗伯特·诺伊斯教师奖学金的成果
  • 批准号:
    1557290
  • 财政年份:
    2016
  • 资助金额:
    $ 21.52万
  • 项目类别:
    Standard Grant
Collaborative Research: Mantle Flow at Rifts: Analysis of a Natural Laboratory at the Gulf of Suez Using a PASSCAL Seismic Array and Mumerical Modeling
合作研究:裂谷地幔流:使用 PASSCAL 地震阵列和数值模拟对苏伊士湾自然实验室进行分析
  • 批准号:
    9910850
  • 财政年份:
    2001
  • 资助金额:
    $ 21.52万
  • 项目类别:
    Standard Grant
The Thermodynamics, Fluid Dynamics and Chemistry of Deep Mantle Melts: Models of Archean Magmatism
深部地幔熔体的热力学、流体动力学和化学:太古代岩浆作用模型
  • 批准号:
    0096040
  • 财政年份:
    1999
  • 资助金额:
    $ 21.52万
  • 项目类别:
    Continuing Grant
The Thermodynamics, Fluid Dynamics and Chemistry of Deep Mantle Melts: Models of Archean Magmatism
深部地幔熔体的热力学、流体动力学和化学:太古代岩浆作用模型
  • 批准号:
    9614178
  • 财政年份:
    1997
  • 资助金额:
    $ 21.52万
  • 项目类别:
    Continuing Grant
Three-Dimensional Convection and Magma Migration Beneath Mid-Ocean Ridges: A New Approach to Multi-Scale Mantle Dynamics
大洋中脊下的三维对流和岩浆迁移:多尺度地幔动力学的新方法
  • 批准号:
    9402922
  • 财政年份:
    1994
  • 资助金额:
    $ 21.52万
  • 项目类别:
    Continuing Grant
Combined Laboratory and Numerical Modeling of the Dynamics of Mid-Ocean Ridges
大洋中脊动力学的联合实验室和数值模拟
  • 批准号:
    9216081
  • 财政年份:
    1993
  • 资助金额:
    $ 21.52万
  • 项目类别:
    Continuing Grant
Combined Laboratory and Numerical Modeling of the Dynamics of Mid-Ocean Ridges
大洋中脊动力学的联合实验室和数值模拟
  • 批准号:
    9396172
  • 财政年份:
    1993
  • 资助金额:
    $ 21.52万
  • 项目类别:
    Continuing Grant
Focusing on Freezing: A Joint Proposal to Investigate a Novel Mechanism for Lateral Melt Migration at Mid-Ocean Ridge
聚焦冰冻:研究大洋中脊横向熔融迁移新机制的联合提案
  • 批准号:
    9396097
  • 财政年份:
    1992
  • 资助金额:
    $ 21.52万
  • 项目类别:
    Standard Grant
Focusing on Freezing: A Joint Proposal to Investigate a Novel Mechanism for Lateral Melt Migration at Mid-Ocean Ridge
聚焦冰冻:研究大洋中脊横向熔融迁移新机制的联合提案
  • 批准号:
    9114976
  • 财政年份:
    1991
  • 资助金额:
    $ 21.52万
  • 项目类别:
    Standard Grant

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