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Assessment of Residual Strength of Tailings Using the Cone Penetration Test and Simplified Numerical Modelling

Assessment of Residual Strength of Tailings Using the Cone Penetration Test and Simplified Numerical Modelling
使用锥入度试验和简化数值模型评估尾矿的剩余强度
批准号:
537738-2018
负责人:
Ghafghazi, Mohsen
金额:
$2.42万
依托单位:
依托单位国家:
加拿大
项目类别:
Collaborative Research and Development Grants
财政年份:
2020
资助国家:
加拿大
项目状态:
已结题
起止时间:
2020-01-01 至 2021-12-31

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中文摘要
翻译
尾矿坝是用于处理大量采矿副产品(称为尾矿)的大型人造土结构。绝大多数用于矿石提取的破碎岩石不包含足够量的所需矿物。这些粉砂大小的物质与水混合,以松散状态沉积在小型压实周边填料后面。在许多情况下,随着时间的推移,尾矿和压实的尾矿堆积在彼此的顶部,形成称为尾矿坝的巨大结构。像所有其他水坝一样,尾矿坝在高度和坡度增加时,或在地震等极端事件下,容易发生故障。尾矿坝的坍塌释放出大量的水和尾矿,可能造成生命和财产损失以及无法弥补的环境破坏(例如巴西的Fundao尾矿坝)。为确保安全和可持续的采矿作业,岩土工程师不断对尾矿坝进行评估。这些评价包括使用为河流和海洋沉积的天然土壤开发的经验方法评估尾矿的抗震强度。尾矿和天然土壤之间的根本差异使得现有经验方法的应用受到质疑。拟议的合作研究将开发一种评估尾矿破坏后抵抗力的方法,这将决定如何设计补救措施。合作伙伴公司将获得竞争优势,拥有特定的尾矿工程方法,确保更经济,更安全的设计。这些方法将为矿业公司节省数百万美元的尾矿处理费用,提高居住在尾矿附近的加拿大人的安全性,并保护他们的环境。
英文摘要
Tailings dams are massive man-made earth structures used for disposing large quantities of mining by-products, known as tailings. A great majority of the rock crushed for ore extraction does not contain sufficient amounts of desired minerals. These silt-and-sand-sized materials are mixed with water and deposited in a loose state behind small compacted perimeter embankments. In many cases, over time, tailings and compacted embankments are built on top of each other to form massive structures known as tailings dams. Like all other embankments, tailings dams are susceptible to failures as their height and slope increases, or under extreme events such as earthquakes. Tailings dams failures release massive amounts of water and tailings that can cause loss of life and property and irreparable environmental damage (e.g. Fundao tailings dam in Brazil). To ensure safe and sustainable mining operations, tailings dams are continuously evaluated by Geotechnical engineers. These evaluations include assessing the strength of tailings against earthquakes using empirical methods that are developed for natural soils deposited by rivers and oceans. The fundamental differences between tailings and natural soils make the application of existing empirical methods questionable. The proposed collaborative research will develop a method for assessing the post-failure resistance of tailings, which determines how remedial measured are designed. The partner company will gain a competitive advantage in having tailings-specific engineering methods that ensure more economical and safer designs. These methods will save mining companies millions of dollars in tailings disposal costs, increase the safety of Canadians living near tailings and protect their environment.
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Assessment of Residual Strength of Tailings Using the Cone Penetration Test and Simplified Numerical Modelling
  • 批准号:
    537738-2018
  • 项目类别:
    Collaborative Research and Development Grants
  • 资助金额:
    $2.42万
  • 财政年份:
    2021
  • 负责人:
    Ghafghazi, Mohsen
  • 依托单位:
Characterization of Static Liquefaction in Tailings through the Critical State Framework
  • 批准号:
    556818-2020
  • 项目类别:
    Alliance Grants
  • 资助金额:
    $2.08万
  • 财政年份:
    2021
  • 负责人:
    Ghafghazi, Mohsen
  • 依托单位:
Development of a Soil-Specific Liquefaction Assessment Framework: Role of Soil Gradation
  • 批准号:
    RGPIN-2016-05622
  • 项目类别:
    Discovery Grants Program - Individual
  • 资助金额:
    $3.35万
  • 财政年份:
    2021
  • 负责人:
    Ghafghazi, Mohsen
  • 依托单位:
Characterization of Static Liquefaction in Tailings through the Critical State Framework
  • 批准号:
    556818-2020
  • 项目类别:
    Alliance Grants
  • 资助金额:
    $2.08万
  • 财政年份:
    2020
  • 负责人:
    Ghafghazi, Mohsen
  • 依托单位:
海外基金