Micromechanics of unsaturated porous media across the saturation regimes: Applications to stability and resilience of geostructures under climate change

饱和状态下不饱和多孔介质的微观力学:在气候变化下地质结构稳定性和恢复力中的应用

基本信息

  • 批准号:
    RGPIN-2022-03180
  • 负责人:
  • 金额:
    $ 4.52万
  • 依托单位:
  • 依托单位国家:
    加拿大
  • 项目类别:
    Discovery Grants Program - Individual
  • 财政年份:
    2022
  • 资助国家:
    加拿大
  • 起止时间:
    2022-01-01 至 2023-12-31
  • 项目状态:
    已结题

项目摘要

In nature, unsaturated porous media are ubiquitous, e.g., footprints in sand and snowballs. How water occupies pore spaces of a soil such as in a slope is crucial-the cyclical wetting and drying of soils due to fluctuating climate can be disastrous, triggering landslides by liquefaction. Global warming is also causing permafrost thaw, creating soil moisture changes that cascade into CO2 release and landslides in the Canadian North. The central question is: How does water saturation in soils lead to distinct capillary regimes that can spontaneously modify their behaviour from solid to fluid state? How do we mathematically describe such a brutal transition that translates into a wetting collapse of geostructures? It turns out that this longstanding question has microstructural origins, being intimately linked to the loss of suction between grains. Whereas most studies take rather a phenomenological view that does not go deep into the physics of the microstructure, thus hindering progress, the proposed research investigates formidable issues such as how grain contacts, water menisci and interfaces between phases in an unsaturated soil evolve as water saturation increases (decreases) during wetting (draining). A multiscale approach is thus mandated where an element volume capturing all the local microstructural complexities of fluid and solid interactions is studied, and thereafter statistically upscaled to establish relationships between stress, strain, and capillary stresses at the continuum level for the analysis of a geostructure. A new framework is developed that underscores the collective interactions of water and air in pore spaces coupled with solid particles through discrete element modelling for solids and the Lattice Boltzmann method for water and air. This facilitates the modelling of complex formation, coalescence, and rupture of water menisci in the pore space. Unsaturated constitutive laws that account for these transitions are developed and implemented into a Material Point Method computational code. This groundbreaking modelling paradigm provides a powerful tool that can precisely analyze the complex response of geostructures against climatic fluctuations, especially flow-type failures. The research program will significantly advance the knowledge in unsaturated soil mechanics by elucidating the dynamics of wetting and drying under climatic fluctuations. The developed computational tool will offer quantitative analysis of existing geostructures combined with field monitoring and machine learning for mitigating geohazards. Building on existing successes, this goal will be achieved through the training of HQP in interlinked tasks, and in collaboration with industry and an international research network. The highly impactful nature of the research in the light of growing uncertainly around climate change today, such as the recent flooding and landslide events in Europe, makes this proposal an extremely valuable endeavour.
在自然界中,不饱和多孔介质是普遍存在的,例如,沙滩上的脚印和雪球水如何占据土壤的孔隙空间,例如在斜坡中,这是至关重要的--由于气候波动,土壤的周期性变湿和变干可能是灾难性的,会因液化而引发山体滑坡。全球变暖也导致永久冻土融化,造成土壤水分变化,导致加拿大北部的二氧化碳释放和山体滑坡。核心问题是:土壤中的水饱和度如何导致不同的毛细管制度,可以自发地修改其行为从固体到流体状态?我们如何从数学上描述这种转化为地质结构湿塌的残酷转变?事实证明,这个长期存在的问题有微观结构的根源,与谷物之间吸力的丧失密切相关。虽然大多数研究采取现象学的观点,不深入到微观结构的物理学,从而阻碍了进展,但拟议的研究调查了一些棘手的问题,如颗粒接触,水渗透和非饱和土壤中各相之间的界面如何随着润湿(排水)过程中水饱和度的增加(减少)而演变。因此,一个多尺度的方法是强制执行的元素体积捕获所有的局部微观结构的复杂性的流体和固体的相互作用进行了研究,然后统计放大,以建立应力,应变和毛细管应力之间的关系,在连续体水平的地质结构的分析。开发了一个新的框架,强调通过固体的离散元建模和水和空气的格子玻尔兹曼方法与固体颗粒耦合的孔隙空间中的水和空气的集体相互作用。这有利于模拟复杂的形成,聚结,并在孔隙空间中的水凝胶破裂。不饱和本构关系,占这些过渡的开发和实施到一个材料点法计算代码。这种开创性的建模范式提供了一种强大的工具,可以精确分析地质结构对气候波动的复杂响应,特别是流动型故障。该研究计划将通过阐明气候波动下的湿润和干燥动力学来显着推进非饱和土力学的知识。开发的计算工具将提供现有地质结构的定量分析,结合现场监测和机器学习,以减轻地质灾害。在现有成功的基础上,这一目标将通过在相互关联的任务方面对人力资源规划人员进行培训,并与工业界和国际研究网络合作来实现。鉴于当今气候变化的不确定性越来越大,例如欧洲最近发生的洪水和山体滑坡事件,这项研究具有高度影响力,因此这项建议是一项极其宝贵的努力。

项目成果

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Wan, Richard其他文献

μ-GM: A purely micromechanical constitutive model for granular materials
  • DOI:
    10.1016/j.mechmat.2018.08.001
  • 发表时间:
    2018-11-01
  • 期刊:
  • 影响因子:
    3.9
  • 作者:
    Pouragha, Mehdi;Wan, Richard
  • 通讯作者:
    Wan, Richard
An elastoplastic description of frictional destructuration in natural clays and shales
  • DOI:
    10.1007/s11440-017-0585-6
  • 发表时间:
    2018-08-01
  • 期刊:
  • 影响因子:
    5.7
  • 作者:
    Mohamadi, Morteza;Wan, Richard;Shen, Zhifu
  • 通讯作者:
    Shen, Zhifu
The possible influence of osmotic poration on cell membrane water permeability
  • DOI:
    10.1016/j.cryobiol.2008.10.129
  • 发表时间:
    2009-02-01
  • 期刊:
  • 影响因子:
    2.7
  • 作者:
    Muldrew, Ken;Schachar, Jaime;Wan, Richard
  • 通讯作者:
    Wan, Richard

Wan, Richard的其他文献

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{{ truncateString('Wan, Richard', 18)}}的其他基金

Development of Micromechanically-Based Models for Unsaturated Geomaterials
非饱和岩土材料微力学模型的开发
  • 批准号:
    RGPIN-2016-04086
  • 财政年份:
    2021
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Grants Program - Individual
Development of Micromechanically-Based Models for Unsaturated Geomaterials
非饱和岩土材料微力学模型的开发
  • 批准号:
    RGPIN-2016-04086
  • 财政年份:
    2020
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Grants Program - Individual
Development of Micromechanically-Based Models for Unsaturated Geomaterials
非饱和岩土材料微力学模型的开发
  • 批准号:
    RGPIN-2016-04086
  • 财政年份:
    2019
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Grants Program - Individual
Development of Micromechanically-Based Models for Unsaturated Geomaterials
非饱和岩土材料微力学模型的开发
  • 批准号:
    RGPIN-2016-04086
  • 财政年份:
    2018
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Grants Program - Individual
Development of Micromechanically-Based Models for Unsaturated Geomaterials
非饱和岩土材料微力学模型的开发
  • 批准号:
    RGPIN-2016-04086
  • 财政年份:
    2017
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Grants Program - Individual
Fracturing of shales via in-situ pore fluid pressurization by electromagnetic heating
电磁加热原位孔隙流体加压压裂页岩
  • 批准号:
    462988-2014
  • 财政年份:
    2016
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Strategic Projects - Group
Development of Micromechanically-Based Models for Unsaturated Geomaterials
非饱和岩土材料微力学模型的开发
  • 批准号:
    RGPIN-2016-04086
  • 财政年份:
    2016
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Grants Program - Individual
Fracturing of shales via in-situ pore fluid pressurization by electromagnetic heating
电磁加热原位孔隙流体加压压裂页岩
  • 批准号:
    462988-2014
  • 财政年份:
    2015
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Strategic Projects - Group
Development of micromechanically-based models for geomaterials with coupled multiphysics
开发基于微机械的多物理场耦合岩土材料模型
  • 批准号:
    155220-2011
  • 财政年份:
    2015
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Grants Program - Individual
Development of micromechanically-based models for geomaterials with coupled multiphysics
开发基于微机械的多物理场耦合岩土材料模型
  • 批准号:
    155220-2011
  • 财政年份:
    2014
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Grants Program - Individual

相似海外基金

Non-isothermal dynamic strain localisation in unsaturated porous media
不饱和多孔介质中的非等温动态应变局部化
  • 批准号:
    DP190103770
  • 财政年份:
    2019
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Projects
Preferential flow dynamics in unsaturated fractured porous media: Relationship between fracture network topology and dual-domain model parameterization
非饱和裂缝多孔介质中的优先流动动力学:裂缝网络拓扑与双域模型参数化之间的关系
  • 批准号:
    412940616
  • 财政年份:
    2018
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Research Grants
Direct characterisation of transport and mixing in unsaturated porous media
不饱和多孔介质中传输和混合的直接表征
  • 批准号:
    EP/R021627/1
  • 财政年份:
    2018
  • 资助金额:
    $ 4.52万
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    Research Grant
Multi-scale Smoothed Particle Hydrodynamics model for flow and transport in unsaturated fractured porous media
非饱和裂隙多孔介质中流动和输运的多尺度平滑粒子流体动力学模型
  • 批准号:
    320402845
  • 财政年份:
    2016
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Research Grants
Bioclogging of biofilters and unsaturated porous media
生物过滤器和不饱和多孔介质的生物堵塞
  • 批准号:
    170270-2010
  • 财政年份:
    2014
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    $ 4.52万
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    Discovery Grants Program - Individual
A multi-scale theory of unsaturated porous media under extreme loading
极端载荷下非饱和多孔介质的多尺度理论
  • 批准号:
    DP140100945
  • 财政年份:
    2014
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Discovery Projects
Bioclogging of biofilters and unsaturated porous media
生物过滤器和不饱和多孔介质的生物堵塞
  • 批准号:
    170270-2010
  • 财政年份:
    2013
  • 资助金额:
    $ 4.52万
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    Discovery Grants Program - Individual
Dynamics analysis of unsaturated porous media subject to damage due to cracking
因裂纹而损坏的非饱和多孔介质的动力学分析
  • 批准号:
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  • 财政年份:
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    $ 4.52万
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Effect of Physicochemical Properties on Nanoparticle Fate and Transport in Unsaturated Porous Media
物理化学性质对不饱和多孔介质中纳米颗粒命运和传输的影响
  • 批准号:
    1213333
  • 财政年份:
    2012
  • 资助金额:
    $ 4.52万
  • 项目类别:
    Continuing Grant
Bioclogging of biofilters and unsaturated porous media
生物过滤器和不饱和多孔介质的生物堵塞
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    170270-2010
  • 财政年份:
    2012
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