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Climate Control Triaxial System for Strength Assessment of Frozen and Partially Frozen Soils

Climate Control Triaxial System for Strength Assessment of Frozen and Partially Frozen Soils
用于冻结和部分冻结土壤强度评估的气候控制三轴系统
批准号:
RTI-2020-00127
负责人:
Beier, Nicholas
金额:
$10.93万
依托单位:
依托单位国家:
加拿大
项目类别:
Research Tools and Instruments
财政年份:
2019
资助国家:
加拿大
项目状态:
已结题
起止时间:
2019-01-01 至 2020-12-31

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中文摘要
翻译
近四分之一的北半球,包括加拿大大陆的一半,被永久冻土覆盖。从本质上讲,永久冻土是指在零度以下至少冻结两年的土地。气候变化导致的气温上升对永久冻土的强度和完整性产生了不利影响。这种变暖的后果包括增加浅层斜坡的不稳定性和近地表基础设施(如管道)的变形,并将影响矿山复垦框架的景观设计。升温使孔隙空间中的冰转变为水,而水会导致部分冻结材料内部孔隙水压力的增加。所提出的三轴系统将使我们能够测量孔隙压力在受控升温下的增加,从而量化相对于温度剖面的后续强度降低。所要求的最先进的环境三轴测试系统能够在受控温度条件下测试冻土和部分冻土,以监测冻土融化时孔隙压力的过渡变化。这个系统将使我们能够编制一个独特的实验数据库,以开发和校准能够预测冻土融化时强度变化的数值模型。虽然三轴试验在岩土工程中通常用于测量土的强度,但很少用于了解冻结和部分冻结土的有效应力。通过收购该系统,我们的研究小组将站在加拿大北部发展的前沿,在采矿废物管理、建筑和铁路工业三个关键研究领域得到强有力的支持。此外,这将有助于在我们的HQP培训中创造优势,为他们提供独特的技能组合,使他们在未来担任有影响力的角色。
英文摘要
Nearly a quarter of the northern hemisphere, including half of Canada's landmass, is underlain by permafrost. Essentially, permafrost is ground that remains perennially frozen for at least two years below zero degrees centigrade. Rises in temperature due to climate change have detrimental impacts on the strength and integrity of permafrost. The ramifications of this warming include increasing instability of shallow slopes and deformation of near-surface infrastructures, such as pipelines, and will impact landscape design in mine reclamation framework. Warming allows ice in the pore space to change phase to water, and this water can result in increases in internal pore water pressures in the partially frozen material. The proposed triaxial system will enable us to measure pore pressure increase with controlled warming and therefore quantify the subsequent strength reduction relative to temperature profiles. The requested state-of-the-art environmental triaxial testing system is capable of testing frozen and partially frozen soil under controlled temperature conditions to monitor the pore pressure transitional changes as frozen soil thaws. This system will allow us to compile a unique experimental database to develop and calibrate numerical models capable of predicting the change in the strength of frozen soils as it thaws. Although triaxial tests are routinely used in geotechnical engineering to measure strength of soils, they are rarely utilized to understand effective stresses in frozen and partially frozen soils. By acquiring this system, our research group would be at the forefront of making significant and fundamental contributions to Canada's northern development in three key research areas with strong support: mining waste management, construction, and railway industries. Furthermore, it will help create an edge in our HQP training, providing them with a unique skillset to place them in impactful future roles.
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Impact of differential settlement of oil sand fine tailings on reclamation covers
  • 批准号:
    RGPIN-2019-04573
  • 项目类别:
    Discovery Grants Program - Individual
  • 资助金额:
    $2.26万
  • 财政年份:
    2022
  • 负责人:
    Beier, Nicholas
  • 依托单位:
Impact of differential settlement of oil sand fine tailings on reclamation covers
  • 批准号:
    RGPIN-2019-04573
  • 项目类别:
    Discovery Grants Program - Individual
  • 资助金额:
    $2.26万
  • 财政年份:
    2021
  • 负责人:
    Beier, Nicholas
  • 依托单位:
Impact of differential settlement of oil sand fine tailings on reclamation covers
  • 批准号:
    RGPIN-2019-04573
  • 项目类别:
    Discovery Grants Program - Individual
  • 资助金额:
    $2.26万
  • 财政年份:
    2020
  • 负责人:
    Beier, Nicholas
  • 依托单位:
Impact of differential settlement of oil sand fine tailings on reclamation covers
  • 批准号:
    RGPIN-2019-04573
  • 项目类别:
    Discovery Grants Program - Individual
  • 资助金额:
    $2.26万
  • 财政年份:
    2019
  • 负责人:
    Beier, Nicholas
  • 依托单位:
国内基金
海外基金
Cortical control of internal state in the insular cortex-claustrum region