The pore pressure behaviour of argillaceous formations subjected to induced shear
诱导剪切作用下泥质地层的孔隙压力行为
基本信息
- 批准号:554460-2020
- 负责人:
- 金额:$ 6.64万
- 依托单位:
- 依托单位国家:加拿大
- 项目类别:Alliance Grants
- 财政年份:2020
- 资助国家:加拿大
- 起止时间:2020-01-01 至 2021-12-31
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
It is internationally recognized that the safest and most environmentally friendly location to store high-level and long-lived intermediate-level waste is in deep, stable geological formations. Argillaceous (clay-rich) formations represent the most common sediments on the surface of the earth, comprising between 50 and 70% of the geological material. Countries with argillaceous formations such as Canada, France, Belgium, Japan, Switzerland and the United States have been investigating low-porosity, low permeability argillaceous rocks to assess their potential as caprock (or host rock) for CO2 storage and nuclear waste disposal, which requires knowledge of their hydro-mechanical behaviour.
The proposed research program represents an international collaboration between Canada's Nuclear Waste Management Organization, Switzerland's National Cooperative for Disposal of Radioactive Waste, Rocscience and the University of Alberta to develop a predictive numerical model that can help us understand the hydro-mechanical behaviour in argillaceous formations for the safe design of nuclear waste repositories. The primary objective of this work is to establish the relevant geomechanical coupled processes applicable for repository design and construction. This will be supplemented by the analysis of performance-based design (PBD) from other industries to aid in the development of a new PBD methodology applicable to nuclear repositories. In addition to the development of a novel numerical model and PBD methodology for industry, the research outcomes include the training of four Highly Qualified Personnel (HQP) at the University of Alberta, who will be provided with invaluable research opportunities in both laboratory and field settings, aiding to prepare them to be contributing members of Canada's engineering community.
国际公认,储存高放和长寿中级废物的最安全和最环保的地点是在深层、稳定的地质构造中。泥质(富含粘土)地层是地球表面最常见的沉积物,占地质物质的50%至70%。加拿大、法国、比利时、日本、瑞士和美国等拥有泥质地层的国家一直在调查低孔隙度、低渗透率的泥质岩石,以评估它们作为二氧化碳储存和核废物处置的盖层(或寄主岩石)的潜力,这需要了解它们的流体力学行为。
拟议的研究计划代表了加拿大核废物管理组织、瑞士国家放射性废物处置合作社、RocScience和艾伯塔大学之间的国际合作,以开发一个预测的数值模型,该模型可以帮助我们了解泥质地层中的流体力学行为,以便安全地设计核废料储存库。这项工作的主要目标是建立适用于储存库设计和建造的相关地质力学耦合过程。此外,还将对其他行业的基于性能的设计(PBD)进行分析,以帮助开发适用于核储存库的新的PBD方法。除了为工业开发新的数值模型和PBD方法外,研究成果还包括在艾伯塔大学培训四名高素质的人员(HQP),他们将在实验室和现场环境中获得宝贵的研究机会,帮助他们准备成为加拿大工程界的贡献成员。
项目成果
期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
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Martin, Derek其他文献
Inhibition of Sporosarcina pasteurii under Anoxic Conditions: Implications for Subsurface Carbonate Precipitation and Remediation via Ureolysis
- DOI:
10.1021/es3015875 - 发表时间:
2012-08-07 - 期刊:
- 影响因子:11.4
- 作者:
Martin, Derek;Dodds, Kevin;Elphick, Stephen C. - 通讯作者:
Elphick, Stephen C.
PELS (Planetary Environmental Liquid Simulator): A New Type of Simulation Facility to Study Extraterrestrial Aqueous Environments
- DOI:
10.1089/ast.2014.1240 - 发表时间:
2015-02-01 - 期刊:
- 影响因子:4.2
- 作者:
Martin, Derek;Cockell, Charles S. - 通讯作者:
Cockell, Charles S.
Martin, Derek的其他文献
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{{ truncateString('Martin, Derek', 18)}}的其他基金
Impact of shear induced pore pressures on the ground deformations around underground openings in weak shales
剪切引起的孔隙压力对软弱页岩地下开口周围地面变形的影响
- 批准号:
RGPIN-2020-05324 - 财政年份:2022
- 资助金额:
$ 6.64万 - 项目类别:
Discovery Grants Program - Individual
Impact of shear induced pore pressures on the ground deformations around underground openings in weak shales
剪切引起的孔隙压力对软弱页岩地下开口周围地面变形的影响
- 批准号:
RGPIN-2020-05324 - 财政年份:2021
- 资助金额:
$ 6.64万 - 项目类别:
Discovery Grants Program - Individual
Impact of shear induced pore pressures on the ground deformations around underground openings in weak shales
剪切引起的孔隙压力对软弱页岩地下开口周围地面变形的影响
- 批准号:
RGPIN-2020-05324 - 财政年份:2020
- 资助金额:
$ 6.64万 - 项目类别:
Discovery Grants Program - Individual
Implementation of New Monitoring Approaches for Geohazard-Risk Management in Canada
加拿大地质灾害风险管理新监测方法的实施
- 批准号:
543429-2019 - 财政年份:2019
- 资助金额:
$ 6.64万 - 项目类别:
Collaborative Research and Development Grants
Behaviour of sparsely fractured rock in low confining stresses
低围应力下稀疏裂隙岩石的行为
- 批准号:
RGPIN-2014-05068 - 财政年份:2018
- 资助金额:
$ 6.64万 - 项目类别:
Discovery Grants Program - Individual
Behaviour of sparsely fractured rock in low confining stresses
低围应力下稀疏裂隙岩石的行为
- 批准号:
RGPIN-2014-05068 - 财政年份:2017
- 资助金额:
$ 6.64万 - 项目类别:
Discovery Grants Program - Individual
Development of a Synthetic Rock Mass for Repository Geomechanics
用于堆放地质力学的合成岩体的开发
- 批准号:
424988-2011 - 财政年份:2016
- 资助金额:
$ 6.64万 - 项目类别:
Collaborative Research and Development Grants
Behaviour of sparsely fractured rock in low confining stresses
低围应力下稀疏裂隙岩石的行为
- 批准号:
RGPIN-2014-05068 - 财政年份:2016
- 资助金额:
$ 6.64万 - 项目类别:
Discovery Grants Program - Individual
NSERC Industrial Research Chair in Railway Geomechanics
NSERC 铁路地质力学工业研究主席
- 批准号:
429686-2011 - 财政年份:2015
- 资助金额:
$ 6.64万 - 项目类别:
Industrial Research Chairs
Development of a Synthetic Rock Mass for Repository Geomechanics
用于堆放地质力学的合成岩体的开发
- 批准号:
424988-2011 - 财政年份:2015
- 资助金额:
$ 6.64万 - 项目类别:
Collaborative Research and Development Grants
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