Quantifying the Anisotropy of Poroelasticity in Stressed Rock
Quantifying the Anisotropy of Poroelasticity in Stressed Rock
批准号:
NE/T007826/1
负责人:
David Healy
金额:
$36.07万
依托单位:
依托单位国家:
英国
项目类别:
Research Grant
财政年份:
2021
资助国家:
英国
项目状态:
已结题
起止时间:
2021 至 --
中文摘要
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英文摘要
Rocks in the upper crust of the Earth are often porous, with the pores and cracks filled with fluids like water, oil or gas. Forces acting on these rocks, arising from the weight of the overlying rocks and from plate tectonics, deform the grains and pores and cracks, changing their shape and volume. This deformation occurs before any fracturing or faulting, and is described by a theory called poroelasticity. This theory states that the orientations of the cracks and pores, where the pore fluid resides, exerts a major control on the response of the rock to stress. Fluid-filled parallel cracks occur in patterns around major earthquake prone faults, and these produce a much stronger response than random orientations of cracks or pores. Therefore, the poroelastic properties of rocks are important for our ability to forecast earthquakes on big faults and induced seismicity from human activities such as fluid injection in boreholes for CO2 sequestration or hydraulic fracturing (or 'fracking'). The poroelastic properties of rocks have been measured in the laboratory but all the data measured to date has been under a very special stress condition that probably does not exist in the Earth. Conventional triaxial stress (CTS) applies a vertical stress on a cylindrical rock sample, and then a constant pressure around the sides. We know that the stresses in the Earth vary in all directions, a condition known as true triaxial stress (TTS). And yet we have no poroelastic data from measurements under this stress state. A newly commissioned apparatus at UCL has been specifically designed to deform fluid saturated rock samples under true triaxial stresses and thus provide a unique and timely opportunity to address the core scientific issues: there are no published measurements of poroelastic coefficients measured under TTS and we urgently need better data to constrain better models of seismic hazard. Recent work by the investigators has shown that TTS produces significantly different patterns and densities of cracks in comparison to similar loading paths under CTS: TTS produces predominantly aligned parallel cracks, whereas CTS tends to produce radial cracks. We must systematically collect these data under the most likely in situ stress conditions within the crust - true triaxial stress - and we can use these new data to make tested, more robust, models of seismic hazard. Recent work has shown how important crack fabrics are for the fluid pressurisation, and potential weakening, of earthquake-prone faults. Arrays of fault parallel cracks around seismically active faults could produce a short-term fluid pressure change along the fault equal to the fault normal stress, allowing the fault to slip in an earthquake. This has potentially massive consequences assessing earthquake risk on major faults. Married with the increasing demand for accurate predictions of directional variations in stress and strain in the subsurface (e.g. deviated drilling for geothermal energy or hydraulic fracturing), this adds urgency to our rationale. We will produce open source software from our research, freely available to other scientists, engineers and the wider public. The first tool, currently being tested, will quantify the three-dimensional (3D) patterns of pores and cracks, including their orientations, sizes and shapes. The statistical distributions of these features will be quantified and used to help predict the poroelastic properties using the published theory. The second tool will use our newly measured poroelastic data to revise published models of earthquake triggering. The inclusion of poroelastic deformation in the current models is mixed with the frictional behaviour, but these are very different physical phenomena. Our new code will combine our previous work on the spatial variations of elastic properties around fault zones with the new laboratory measurements to make more robust forecasts of triggered earthquake hazard.
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DOI:
10.1002/nag.3727
发表时间:
2023-03
期刊:
International Journal for Numerical and Analytical Methods in Geomechanics
影响因子:
4
作者:
[F. P. Adamus;D. Healy;P. Meredith;T. Mitchell;A. Stanton‐Yonge]
通讯作者:
F. P. Adamus;D. Healy;P. Meredith;T. Mitchell;A. Stanton‐Yonge
Stress-Induced Anisotropic Poroelasticity in Westerly Granite
西风花岗岩中应力引起的各向异性孔隙弹性
DOI:
10.1029/2023jb026909
发表时间:
2023
期刊:
Solid Earth
影响因子:
3.4
作者:
[Elsigood B]
通讯作者:
Elsigood B
De-risking the energy transition by quantifying the uncertainties in fault stability
通过量化故障稳定性的不确定性来降低能源转型的风险
DOI:
10.5194/se-13-15-2022
发表时间:
2022
期刊:
Solid Earth
影响因子:
3.4
作者:
[Healy D]
通讯作者:
Healy D
Physical properties of 3D printed materials and their applicability as proxies for heterogeneous geomaterials
3D 打印材料的物理特性及其作为非均质岩土材料代理的适用性
DOI:
--
发表时间:
2023
期刊:
影响因子:
--
作者:
[Adamus F]
通讯作者:
Adamus F
Multi‐porous extension of anisotropic poroelasticity: Linkage with micromechanics
各向异性孔隙弹性的多孔延伸:与微观力学的联系
DOI:
--
发表时间:
2023
期刊:
International journal for numerical and analytical methods in geomechanics (Print)
影响因子:
--
作者:
[F. P. Adamus, D. Healy, P. Meredith, T. Mitchell]
通讯作者:
T. Mitchell
共 7 条
Quantifying Fluid Flow in Stressed & Fractured Carbonates
-
批准号:NE/Y003322/2
-
项目类别:Research Grant
-
资助金额:$0.0万
-
财政年份:2024
-
负责人:David Healy
-
依托单位:
Quantifying Fluid Flow in Stressed & Fractured Carbonates
-
批准号:NE/Y003322/1
-
项目类别:Research Grant
-
资助金额:$10.34万
-
财政年份:2023
-
负责人:David Healy
-
依托单位:
Quantifying the Anisotropy of Permeability in Stressed Rock
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批准号:NE/N003063/1
-
项目类别:Research Grant
-
资助金额:$46.86万
-
财政年份:2016
-
负责人:David Healy
-
依托单位:
Quantifying Patterns of Brittle Damage in Fractured Rock
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批准号:NE/I001743/1
-
项目类别:Research Grant
-
资助金额:$7.23万
-
财政年份:2010
-
负责人:David Healy
-
依托单位:
海外基金