Collaborative Research: Brittle fracture, deformability, permeability, and seismic anisotropy adjacent to and inside the San Andreas Fault Zone through SAFOD

合作研究:通过 SAFOD 在圣安德烈亚斯断层带附近和内部进行脆性断裂、变形性、渗透性和地震各向异性

基本信息

  • 批准号:
    0346022
  • 负责人:
  • 金额:
    $ 16.03万
  • 依托单位:
  • 依托单位国家:
    美国
  • 项目类别:
    Continuing Grant
  • 财政年份:
    2004
  • 资助国家:
    美国
  • 起止时间:
    2004-03-15 至 2007-02-28
  • 项目状态:
    已结题

项目摘要

A collaborative research project is underway at the University of Wisconsin-Madison and the State University of New York-Stony Brook, the principal objective of which is to investigate brittle fracture, deformability, permeability and seismic anisotropy adjacent to and inside the San Andreas Fault Zone, as part of the EarthScope science program. This laboratory study is being carried out on core extracted from the San Andreas Fault Observatory at Depth (SAFOD) hole. The geophysical properties that are characterized through this study are fundamental in efforts to understand the mechanisms that bring about earthquakes along the San Andreas Fault. A unique true-triaxial apparatus available in the Madison laboratory is used to obtain empirical strength criteria for the rocks in and adjacent to the San Andreas Fault, information that is crucial to assessing the tectonic stress conditions when used in conjunction with the dimensions of borehole breakouts logged along the hole. The true triaxial tests also provide necessary information on mechanical properties like the elastic moduli, volumetric strain, dilatancy onset, and brittle fracture of the exhumed fault and country rocks. The study seeks to answer questions such as how these properties vary across the fault zone and beyond; how they depend on environmental factors like situ stress, mineralogy, pore pressure, and temperature; how mechanical properties measured on core samples compare with properties inferred from borehole logs and surface-based geophysical observations. Permeability and seismic anisotropy measurements are conducted in the Stony Brook laboratory. The retrieval of core samples in the vicinity of the fault zone and the systematic measurement of permeability as a function of stress provide significant background data on the San Andreas Fault architecture, as well as critical constraints on whether certain mechanisms for pore pressure excess and fault weakening can be operative. No previous systematic studies of seismic anisotropy on fault cores have been conducted. While fairly sophisticated theoretical models relating stress-induced damage and velocity anisotropy are available, laboratory measurements of such velocities under controlled stress and pore pressure conditions as well as quantitative characterization of the damage are necessary to elucidate the mechanics of such phenomena. This comprehensive study of some mechanical and hydraulic properties of the fault material and country rock in the San Andreas Fault Zone is a prerequisite in accomplishing the SAFOD general goal of understanding fault zone processes and earthquake physics.
威斯康星大学麦迪逊分校和纽约州立大学石溪分校正在进行一个合作研究项目,其主要目标是调查圣安德烈亚斯断层带附近和内部的脆性断裂、变形性、渗透性和地震各向异性,这是地球镜科学方案的一部分。这项实验室研究是在从圣安德烈亚斯断层观测站(SAFOD)孔中提取的岩心上进行的。通过这项研究的地球物理特性的特点是基本的努力,以了解机制,使地震沿着圣安德烈亚斯断层。 麦迪逊实验室提供的一种独特的真三轴仪器用于获得圣安德烈亚斯断层内和附近岩石的经验强度标准,当与沿沿着记录的钻孔崩落尺寸结合使用时,这些信息对于评估构造应力条件至关重要。 真三轴试验还提供了必要的信息,力学性能,如弹性模量,体积应变,屈服起始,和脆性断裂的折返断层和围岩。 该研究旨在回答一些问题,如这些属性如何在断层带内外变化;它们如何取决于环境因素,如原地应力,矿物学,孔隙压力和温度;如何将岩心样品测量的机械性能与从钻孔日志和地面地球物理观测推断的性能进行比较。 渗透率和地震各向异性测量在斯托尼布鲁克实验室进行。 在断裂带附近的岩心样品的检索和渗透率作为应力的函数的系统测量提供了重要的背景数据的圣安德烈亚斯断层结构,以及关键的限制,孔隙压力过剩和断层弱化的某些机制是否可以操作。 以往对断层岩心地震各向异性的系统研究尚未见报道。 虽然相当复杂的理论模型有关的应力引起的损伤和速度各向异性是可用的,实验室测量的控制应力和孔隙压力条件下的速度,以及定量表征的损害是必要的,以阐明这种现象的力学。对圣安德烈亚斯断层带中断层物质和围岩的某些力学和水力性质的全面研究是实现SAFOD了解断层带过程和地震物理学的总体目标的先决条件。

项目成果

期刊论文数量(0)
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Teng-fong Wong其他文献

Onset of pore collapse and dilatancy in porous sandstone under true triaxial compression: Experimental observation and micromechanical modeling
  • DOI:
    10.1016/j.ijrmms.2024.105983
  • 发表时间:
    2025-02-01
  • 期刊:
  • 影响因子:
  • 作者:
    Fanbao Meng;Lu Shi;Stephen Hall;Patrick Baud;Teng-fong Wong
  • 通讯作者:
    Teng-fong Wong
Mechanical compaction and strain localization in Bleurswiller sandstone
Bleurswiller 砂岩的机械压实和应变定位
  • DOI:
    10.1002/2015jb012192
  • 发表时间:
    2015-09
  • 期刊:
  • 影响因子:
    0
  • 作者:
    Patrick Baud;Thierry Reuschlé;Yuntao Ji;Cecilia S. N. Cheung;Teng-fong Wong
  • 通讯作者:
    Teng-fong Wong
Action replay for fracture
骨折的动作回放
  • DOI:
    10.1038/350017a0
  • 发表时间:
    1991-03-07
  • 期刊:
  • 影响因子:
    48.500
  • 作者:
    Teng-fong Wong
  • 通讯作者:
    Teng-fong Wong

Teng-fong Wong的其他文献

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{{ truncateString('Teng-fong Wong', 18)}}的其他基金

Mechanical Deformation, Failure Mode and Permeability Evolution in Carbonate Rock
碳酸盐岩的机械变形、破坏模式和渗透率演化
  • 批准号:
    1044967
  • 财政年份:
    2011
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Standard Grant
Collaborative Research: Further Investigation of the Onset and Evolution of Compaction and Dilation Bands
合作研究:压缩带和扩张带的发生和演化的进一步研究
  • 批准号:
    0310087
  • 财政年份:
    2003
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Standard Grant
Collaborative Research: Experimental and Theoretical Investigation of Compaction and Dilation Bands
合作研究:压缩带和扩张带的实验和理论研究
  • 批准号:
    0106580
  • 财政年份:
    2001
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Continuing Grant
U.S.-France Cooperative Research: Mechanical and Transport Properties of Rock
美法合作研究:岩石的力学和输运特性
  • 批准号:
    9815570
  • 财政年份:
    1999
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Standard Grant
Effect of Stress on Transport Properties of Rock
应力对岩石输运特性的影响
  • 批准号:
    9805072
  • 财政年份:
    1998
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Standard Grant
Effect of Stress on Permeability
应力对渗透性的影响
  • 批准号:
    9508044
  • 财政年份:
    1995
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Continuing Grant
Mechanical Compaction and Permeability Reduction in Relation to Cataclastic Flow
与碎裂流相关的机械压实和渗透率降低
  • 批准号:
    9219589
  • 财政年份:
    1993
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Standard Grant
Experimental Facilities for the Investigation of Brittle Rock Deformation
脆性岩石变形研究实验装置
  • 批准号:
    9305155
  • 财政年份:
    1993
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Standard Grant
Effect of Stress on Permeability, Porosity and Pore Geometryof Rock
应力对岩石渗透率、孔隙度和孔隙几何形状的影响
  • 批准号:
    9117531
  • 财政年份:
    1992
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Standard Grant
U.S.-Switzerland Cooperative Research on the Physics and Mechanics of Dehydration Embrittlement in Gypsum
美国-瑞士合作研究石膏脱水脆化物理和力学
  • 批准号:
    9024577
  • 财政年份:
    1991
  • 资助金额:
    $ 16.03万
  • 项目类别:
    Standard Grant

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合作研究:科罗拉多州桑格雷德克里斯托山脉拉拉米德逆冲断层沿线的脆塑性变形、流体-岩石相互作用和伸展再活动
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