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金属矿山充填体强度需求发展现状与展望

卢宏建 夏传祥 武立彬 牟超 刘志义

矿产保护与利用2024,Vol.44Issue(2):1-10,10.
矿产保护与利用2024,Vol.44Issue(2):1-10,10.DOI:10.13779/j.cnki.issn1001-0076.2024.02.001

金属矿山充填体强度需求发展现状与展望

Development Status and Prospect of Strength Demand for Backfill in Metal Mines

卢宏建 1夏传祥 1武立彬 2牟超 1刘志义1

作者信息

  • 1. 华北理工大学 矿业工程学院,唐山 河北 063210
  • 2. 双鸭山市建龙矿业有限公司,黑龙江 双鸭山 155199
  • 折叠

摘要

Abstract

The exploitation of mineral resources is vital to national security and the economy,and with the gradual decline of shallow mineral resources,deep mining has risen to the level of a national strategy.Backfill has gradually become the preferred method of underground mining due to its advantages such as high safety and low impact on the surface environment.Determining the reasonable strength of the backfill is the key to solving the problem of balancing the safety and economy of backfill mining,and it is the core issue for the successful application and healthy development of backfill mining technology.The influence of factors such as cementitious agents,lime sand ratio,backfill aggregates,curing environment,and contact surface characteristics on the backfill strength are sorted out.The backfill strength design methods such as empirical analogy,mechanical model,numerical analysis,and artificial intelligence are summarized.The current research status of backfill strength requirement are summarized,and new ideas suitable for calculating the deep backfill strength requirement is proposed.It aims to improve the calculation theory of deep backfill strength demand,optimize the backfill strength design,and promote the research and application of deep metal mine backfill mining.

关键词

金属矿山/充填采矿/充填体强度/需求模型/影响因素/设计方法

Key words

metal mine/backfill mining/backfill strength/demand model/influencing factor/design method

分类

矿业与冶金

引用本文复制引用

卢宏建,夏传祥,武立彬,牟超,刘志义..金属矿山充填体强度需求发展现状与展望[J].矿产保护与利用,2024,44(2):1-10,10.

基金项目

国家自然科学基金项目(52204134) (52204134)

河北省自然科学基金项目(E2021209006) (E2021209006)

河北省中央引导地方科技专项项目(236Z4105G) (236Z4105G)

矿产保护与利用

OACSTPCD

1001-0076

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