课题基金 / 基金详情

Quantifying the Anisotropy of Permeability in Stressed Rock

Quantifying the Anisotropy of Permeability in Stressed Rock
量化受力岩石渗透率的各向异性
批准号:
NE/N002938/1
负责人:
Thomas Mitchell
金额:
$60.63万
依托单位:
依托单位国家:
英国
项目类别:
Research Grant
财政年份:
2015
资助国家:
英国
项目状态:
已结题
起止时间:
2015 至 --

项目摘要

项目成果

Thomas Mitchell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
Fluid flow in rocks is vitally important for a wide range of natural processes and human activities, including the triggering of earthquakes, the extraction of oil, gas and water from subsurface reservoirs, and the storage of waste products such as CO2 or radioactive waste. Fluid flow in the Earth's crust takes place through connected networks of pores, cracks and fractures, and is driven by differences in fluid pressure. We measure the ability of rocks to conduct fluid as permeability, and rocks are known to exhibit strong directional variations - or anisotropy - of this key transport property. Laboratory experiments and in situ borehole tests have shown that permeability can vary by several orders of magnitude - i.e. by factors of 100 or 1000 - in different directions. Permeability is also known to be highly dependent on the stress in the solid rock matrix. Again, finely controlled laboratory tests and rather less well constrained in-situ measurements from the subsurface show this to be the case. A key problem though is that the laboratory tests conducted to date have been conducted under simplified stress conditions which do not match the actual anisotropy of in situ stress within the crust. This makes it very difficult to interpret and apply the published laboratory data to more general geological situations, such as fluid flow around seismically active fault zones or reducing risks for CO2 storage in fractured porous reservoirs, with any degree of confidence. Our proposal is to use a new apparatus at UCL which can apply fully anisotropic (truly triaxial) stress to fluid saturated rock samples of sandstone and granite. Cubic or rectangular shaped blocks of rock will be compressed by three pairs of metal rams, symmetrically arranged at 90 degrees to each other around the sample. This will allow us to vary each of the 3 main (principal) stresses independently. Rock samples will be large enough (5 x 5 x 5 cm cubes, for example) to contain quasi-homogeneous distributions of pores and cracks. We will modify this unique apparatus to enable measurement of permeability along any of the three loading directions that compress the rock. Our proposal builds on recent award-winning research at Aberdeen, where permeability anisotropy has been measured in on oriented samples from a natural fault zone, and carefully related to the pore fabric within the rock. We aim to link the anisotropy of permeability with the anisotropy of stress and the anisotropy of the void space (= pores + cracks). We will define new empirical equations from our quantitative laboratory tests and porosity characterisations. These data and relationships will be used in state-of-the-art computer models of fault zones to explore how directional variations in fluid flow (permeability anisotropy) affect the probability and the type of slip events expected along a fault zone. This will provide a much improved understanding of the risks from earthquake-prone faults in the crust, and more generally, we will begin to understand the truly 3D nature of fluid flow in rocks.
期刊论文(10)
专著(0)
科研奖励(0)
会议论文
DOI: --
发表时间: 2018
期刊:
影响因子: --
作者: [Browning J]
通讯作者: Browning J
Acoustic characterization of rocks deformed under true triaxial stresses
真三轴应力下岩石变形的声学特征
DOI: --
发表时间: 2016
期刊:
影响因子: --
作者: [Browning]
通讯作者: Browning
Evolution of crack damage during cyclic stressing, stress rotation and unloading
循环应力、应力旋转和卸载过程中裂纹损伤的演变
DOI: --
发表时间: 2018
期刊:
影响因子: --
作者: [Browning]
通讯作者: Browning
Crack damage evolution in rocks deformed under conventional and true triaxial loading
常规和真三轴载荷下变形岩石的裂纹损伤演化
DOI: --
发表时间: 2017
期刊:
影响因子: --
作者: [Browning J]
通讯作者: Browning J
9
    Sensing Music Interactions from the Outside-In: Accessible Innovation Fusing Wearable Technology and Physical Prototyping
    • 批准号:
      MR/X036103/1
    • 项目类别:
      Fellowship
    • 资助金额:
      $166.67万
    • 财政年份:
      2024
    • 负责人:
      Thomas Mitchell
    • 依托单位:
    Quantifying the Anisotropy of Poroelasticity in Stressed Rocks
    • 批准号:
      NE/T00780X/1
    • 项目类别:
      Research Grant
    • 资助金额:
      $46.8万
    • 财政年份:
      2020
    • 负责人:
      Thomas Mitchell
    • 依托单位:
    Earthquake fracture damage and feedbacks in the seismic cycle: a multidisciplinary study
    • 批准号:
      NE/M004716/1
    • 项目类别:
      Research Grant
    • 资助金额:
      $73.68万
    • 财政年份:
      2014
    • 负责人:
      Thomas Mitchell
    • 依托单位:
    1975 Energy Related Graduate Traineeship Program
    海外基金