课题基金 / 基金详情

EAGER: Developing an Experimental Technique for Measuring Very Slow Crack Velocities in Rock Using the Atomic Force Microscope

EAGER: Developing an Experimental Technique for Measuring Very Slow Crack Velocities in Rock Using the Atomic Force Microscope
EAGER:开发一种使用原子力显微镜测量岩石中极慢裂纹速度的实验技术
批准号:
1301821
负责人:
John Kemeny
金额:
$4.82万
依托单位:
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2012
资助国家:
美国
项目状态:
已结题
起止时间:
2012-11-15 至 2014-04-30

项目摘要

项目成果

John Kemeny的其他基金

相似基金

相关文献

中文摘要
翻译
点击翻译按钮获取中文摘要
英文摘要
Subcritical crack growth is one of the dominant mechanisms for time-dependent rock degradation and failure. In spite of the substantial amount of work that has been conducted on subcritical crack growth in rocks, some very important issues still remain. The double torsion test and other conventional techniques for subcritical crack growth testing measure crack velocities between 10-8 and 10-3 m/s. Within this range, it is not possible to determine the shape of the crack velocity vs. KI curve for very low crack velocities, which is needed in order to accurately predict the long term behavior of geologic structures subjected to low stresses. Also, there is controversy about the origin of shear crack growth in rocks that cannot be adequately resolved with traditional microscopy. To address these issues, experimental techniques based the Atomic Force Microscope (AFM) will be developed. The resolution of the AFM for crack growth measurements is less than 4 nanometers, which allow crack velocities as small as 10-13 m/s to be measured. This will provide fundamental information on the shape of the crack velocity vs. KI curve and the subcritical cutoff for rocks. The experimental procedure developed will involve periodic mechanical loading of small rock samples to create very small amounts of crack growth, followed by AFM investigations to measure the amount and pattern of crack growth. Laboratory and AFM techniques developed for mode I crack growth in glass will initially be used for the rock specimens, and modifications will be made to account for the complex rock microstructure and also to investigate both tensile and shear crack growth. The research will increase our ability to predict the long-term stability of critical geologic structures such as dam foundations, tunnels, underground nuclear waste storage facilities, underground CO2 sequestration sties, highway slopes, and many other structures. Also, the results could impact other science and engineering fields that are interested in environmentally assisted crack growth and failure, such as material science, fracture mechanics, mining, and civil and mechanical engineering. By disseminating the results of this research through international publications and distance courses, this research will be part of the training for undergraduate and graduate students worldwide.
期刊论文(0)
专著(0)
科研奖励(0)
会议论文
Limestone Cave Collapse Evolution As an Analog for Long-Term Rock Behavior
  • 批准号:
    1332765
  • 项目类别:
    Standard Grant
  • 资助金额:
    $36.81万
  • 财政年份:
    2013
  • 负责人:
    John Kemeny
  • 依托单位:
Time-Dependent Instability in Rock Masses: Understanding, Prediction and Prevention
  • 批准号:
    0653942
  • 项目类别:
    Standard Grant
  • 资助金额:
    $42.99万
  • 财政年份:
    2007
  • 负责人:
    John Kemeny
  • 依托单位:
A Study of Fracture-Induced Coupling Phenomena in Rocks
  • 批准号:
    9523072
  • 项目类别:
    Continuing Grant
  • 资助金额:
    $15.86万
  • 财政年份:
    1995
  • 负责人:
    John Kemeny
  • 依托单位:
The Next Step in Micromechanical Studies of Rock Deformationand Failure: Experiments and Theory for More Complicated Value Problems that Include Stress Gradient Effects
  • 批准号:
    9022381
  • 项目类别:
    Continuing Grant
  • 资助金额:
    $9.0万
  • 财政年份:
    1991
  • 负责人:
    John Kemeny
  • 依托单位:
海外基金