The effect of excavation boundary conditions on the design of mine backfills

开挖边界条件对矿山充填体设计的影响

基本信息

  • 批准号:
    44310-2006
  • 负责人:
  • 金额:
    $ 0.91万
  • 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:
    2006
  • 资助国家:
    加拿大
  • 起止时间:
    2006-01-01 至 2007-12-31
  • 项目状态:
    已结题

项目摘要

Mine backfill is the material, or materials, used to fill underground excavations created by mining so as to establish and retain safe working conditions economically. Today, high quality backfill mixes can be engineered at reduced cement content and are able to meet stricter production and environmental requirements with minimal risk to the operations. A well-engineered backfill design, process or practice must be safe, in particular for operations employing undercut mining methods. Even though the engineering design of backfill mixes has been well developed, there is much in the interaction between the backfill mass and the excavation boundaries that is not known, understood or applied, particularly when dealing with mining under fill (undercut mining) situations. When mining under fill, the bottom of the fill column is fully exposed and, because of minimum underpinning, the fill mass could fail with dramatic consequences. A number of improvements in current backfill design and placement are still required to establish safer, more efficient and less costly undercut mining practices. This research aims at establishing the effect of critical excavation boundary parameters, such as wall roughness and wall closure on the performance of different backfill mixes used for sillmat construction placed in excavations of differing dimensions. A 30 g-ton centrifuge constitutes the primary modeling tool, supported by analytical and numerical modeling methods. The expected significance of this research is the development of an improved and accurate procedure for sillmat design and will improve present techniques that are based on experience and trial and error methods. Detailed methodologies, test protocols and benchmark procedures for industrial designs of sillmats will be developed.
矿山回填是用于填充采矿造成的地下开挖的材料,以经济地建立和保持安全的工作条件。如今,高质量的回填混合料可以在减少水泥含量的情况下进行设计,并能够满足更严格的生产和环境要求,同时将运营风险降至最低。精心设计的回填设计、工艺或做法必须安全,特别是对于采用底切采矿方法的作业。尽管回填混合物的工程设计已经得到很好的发展,但回填体和开挖边界之间的相互作用仍有许多未知、不理解或不适用的地方,特别是在处理充填下采矿(底切采矿)情况时。当在充填体下开采时,充填柱的底部完全暴露,并且由于最小的托换,充填体可能会发生严重后果。仍需对目前的回填设计和放置进行一些改进,以建立更安全、更有效和成本更低的底切采矿方法。本研究的目的是建立关键的挖掘边界参数,如壁粗糙度和壁封闭的性能上的不同的回填混合物用于放置在不同尺寸的挖掘的sillmat建设的效果。一个30克吨离心机构成的主要建模工具,分析和数值建模方法的支持。本研究的预期意义是发展一个改进的和准确的程序sillmat设计,并将改善目前的技术,是基于经验和试错法。将为硅垫的工业设计开发详细的方法、测试协议和基准程序。

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)

数据更新时间:{{ journalArticles.updateTime }}

{{ item.title }}
{{ item.translation_title }}
  • DOI:
    {{ item.doi }}
  • 发表时间:
    {{ item.publish_year }}
  • 期刊:
  • 影响因子:
    {{ item.factor }}
  • 作者:
    {{ item.authors }}
  • 通讯作者:
    {{ item.author }}

数据更新时间:{{ journalArticles.updateTime }}

{{ item.title }}
  • 作者:
    {{ item.author }}

数据更新时间:{{ monograph.updateTime }}

{{ item.title }}
  • 作者:
    {{ item.author }}

数据更新时间:{{ sciAawards.updateTime }}

{{ item.title }}
  • 作者:
    {{ item.author }}

数据更新时间:{{ conferencePapers.updateTime }}

{{ item.title }}
  • 作者:
    {{ item.author }}

数据更新时间:{{ patent.updateTime }}

DeSouza, Euler其他文献

DeSouza, Euler的其他文献

{{ item.title }}
{{ item.translation_title }}
  • DOI:
    {{ item.doi }}
  • 发表时间:
    {{ item.publish_year }}
  • 期刊:
  • 影响因子:
    {{ item.factor }}
  • 作者:
    {{ item.authors }}
  • 通讯作者:
    {{ item.author }}

{{ truncateString('DeSouza, Euler', 18)}}的其他基金

The effect of excavation boundary conditions on the design of mine backfills
开挖边界条件对矿山充填体设计的影响
  • 批准号:
    44310-2006
  • 财政年份:
    2007
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual
Centrifuge modelling for the improved design of stable mine pastefill exposures
用于改进稳定矿山膏体充填暴露设计的离心机建模
  • 批准号:
    44310-2001
  • 财政年份:
    2005
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual
Centrifuge modelling for the improved design of stable mine pastefill exposures
用于改进稳定矿山膏体充填暴露设计的离心机建模
  • 批准号:
    44310-2001
  • 财政年份:
    2003
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual
Centrifuge modelling for the improved design of stable mine pastefill exposures
用于改进稳定矿山膏体充填暴露设计的离心机建模
  • 批准号:
    44310-2001
  • 财政年份:
    2002
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual
Centrifuge modelling for the improved design of stable mine pastefill exposures
用于改进稳定矿山膏体充填暴露设计的离心机建模
  • 批准号:
    44310-2001
  • 财政年份:
    2001
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual
Cause, effect and control of evaporite dissolution by brine
卤水溶蚀蒸发岩的原因、影响及控制
  • 批准号:
    44310-1997
  • 财政年份:
    2000
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual
Cause, effect and control of evaporite dissolution by brine
卤水溶蚀蒸发岩的原因、影响及控制
  • 批准号:
    44310-1997
  • 财政年份:
    1999
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual
Diagnostics and data acquisition system for centrifuge modelling
用于离心机建模的诊断和数据采集系统
  • 批准号:
    219519-1999
  • 财政年份:
    1998
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Research Tools and Instruments - Category 1 (<$150,000)
Cause, effect and control of evaporite dissolution by brine
卤水溶蚀蒸发岩的原因、影响及控制
  • 批准号:
    44310-1997
  • 财政年份:
    1997
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual
Modelling of brine contamination and flow through salt backfill
盐水污染和盐回填流量的建模
  • 批准号:
    44310-1994
  • 财政年份:
    1996
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual

相似海外基金

Improving excavation design through detailed characterization of the post-peak behaviour of veined rock
通过脉状岩石峰后行为的详细表征改进开挖设计
  • 批准号:
    580821-2022
  • 财政年份:
    2022
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Alexander Graham Bell Canada Graduate Scholarships - Master's
Relationship between stress perturbation and seismicity induced by excavation of a huge cavity
巨大空洞开挖引起的应力扰动与地震活动的关系
  • 批准号:
    22H01331
  • 财政年份:
    2022
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
Numerical Modelling Methods and Risk Mitigation for Underground Excavation Design in Rockbursting Conditions
岩爆条件下地下开挖设计的数值模拟方法和风险缓解
  • 批准号:
    570326-2022
  • 财政年份:
    2022
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Alexander Graham Bell Canada Graduate Scholarships - Doctoral
Development of ground strength estimation method collaborating force and visual information during excavation to improve the efficiency of unmanned construction
开发挖掘过程中力与视觉信息协同的地基强度估算方法,提高无人施工效率
  • 批准号:
    22K04303
  • 财政年份:
    2022
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Digital Transformation (DX) of Excavation and Protection for Rescue Cultural Property Using XR Technology.
利用 XR 技术对抢救性文化财产进行挖掘和保护的数字化转型 (DX)。
  • 批准号:
    22K18252
  • 财政年份:
    2022
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Grant-in-Aid for Challenging Research (Pioneering)
Excavation of academic significance of stuffed endangered sea turtles scattered throughout the city
散落在全市的濒危海龟标本的发掘具有学术意义
  • 批准号:
    21K01003
  • 财政年份:
    2021
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Laboratory Investigation of Shear Behaviour of Rock Joints and the Influence of Fractures on Excavation Behaviour
岩石节理剪切行为及裂隙对开挖行为影响的室内研究
  • 批准号:
    535289-2019
  • 财政年份:
    2021
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Alexander Graham Bell Canada Graduate Scholarships - Doctoral
Excavation of super-impossible objects and their mechanisms
超级不可能物体的挖掘及其机制
  • 批准号:
    21K19801
  • 财政年份:
    2021
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Grant-in-Aid for Challenging Research (Exploratory)
Advanced excavation damage zone behaviour prediction for immediate and delayed construction response during deep tunneling and deep geological repository development
深部隧道开挖和深层地质库开发期间即时和延迟施工响应的高级开挖损坏区域行为预测
  • 批准号:
    RGPIN-2016-04679
  • 财政年份:
    2021
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Discovery Grants Program - Individual
Development of face stability theory considering progressive failure due to tunnel excavation
考虑隧道开挖引起的渐进破坏的工作面稳定性理论的发展
  • 批准号:
    21K14238
  • 财政年份:
    2021
  • 资助金额:
    $ 0.91万
  • 项目类别:
    Grant-in-Aid for Early-Career Scientists
{{ showInfoDetail.title }}

作者:{{ showInfoDetail.author }}

知道了