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金属矿山 ›› 2026, Vol. 55 ›› Issue (1): 59-64.

• 采矿工程 • 上一篇    下一篇

基于改进RMR 的自然崩落法可崩性研究

李 栋1,2,3 黄 敏1,2,3 苏永定1 王晨鸿1,2,3 甘永刚1 童建华1 潘从文1   

  1. 1. 紫金矿业集团股份有限公司,福建 龙岩 362300;2. 紫金(长沙)工程技术有限公司,湖南 长沙 410000;
    3. 低品位难处理黄金资源综合利用国家重点实验室,福建 龙岩 362300
  • 出版日期:2026-01-15 发布日期:2026-02-12
  • 通讯作者: 黄 敏(1983—),男,高级工程师。
  • 作者简介:李 栋(1993—),男,工程师,硕士。
  • 基金资助:
    “十四五”国家重点研发计划项目(编号:2022YFC2903900);国家自然科学基金项目(编号:51804079);紫金矿业集团股份有限公司
    2022 年科技计划项目(编号:5401KY2022100003)。

Research on Cavability of Block Caving Based on Improved RMR

LI Dong1,2,3 HUANG Min1,2,3 SU Yongding1 WANG Chenhong1,2,3 GAN Yonggang1 TONG Jianhua1 PAN Congwen1#br#   

  1. 1. Zijin Mining Group Co. ,Ltd. ,Longyan,362300,China;
    2. Zijin (Changsha) Engineering Technology Co. ,Ltd. ,Changsha 410000,China;
    3. State Key Laboratory of Comprehensive Utilization of Low-Grade Refractory Gold Ores,Longyan 362300,China
  • Online:2026-01-15 Published:2026-02-12

摘要: 矿岩体的可崩性是决定自然崩落法能否顺利实施的关键因素。为解决可崩性评价方法中部分参数难
以获取、评价分数离散性较大的问题,以岩体质量评价方法(RMR14)为基础,通过对其进行改进,并应用于某铜金矿
可崩性评价分析。首先以RMR14 法为基础,通过对比基本评价参数获取难易程度,认为岩石可变性参数难以获取,
其与岩石单轴抗压强度(USC)之间存在函数关系,相应评分可通过岩石单轴抗压强度得出。其次,通过综合分析各评
价指标权重,对各评价指标与评价得分进行函数拟合,实现连续性取值,解决RMR14 评价分数离散性较大的问题,实
现对RMR14 法的改进。通过3DMine 软件构建基于改进RMR 评价体系的某铜金矿区三维数字化模型,并依据地质
钻孔数据集对该块体模型的每一个块体进行克里格估值,形成评价区域整体可崩性分析模型。最后分别从高程、岩
性角度进行可崩性分级评价,形成多层次全方位的评价体系。研究结果表明:使用改进RMR 法得出某铜金矿整体可
崩性等级为Ⅲ级,改进后RMR 综合评分为52. 97,属于中等可崩级别;与传统RMR14 法相比,改进RMR 法在缺少部
分参数的情况下,能够确保最终评价结果的准确性,为工程岩体质量评价提供了重要参考。

Abstract: The caving property of ore and rock mass is a key factor determining whether the natural caving method can be
smoothly implemented. To address the issues of difficulty in obtaining some parameters and the large discreteness of evaluation
scores in the caving property evaluation methods,an improved Rock Mass Rating (RMR14) method was developed and applied
to the caving property evaluation of a copper-gold mine. Firstly,based on the RMR14 method,it was found that the rock variability
parameter was difficult to obtain and had a functional relationship with the uniaxial compressive strength (USC) of the
rock. The corresponding score could be obtained through the rock's uniaxial compressive strength. Secondly,by comprehensively
analyzing the weights of each evaluation index and performing function fitting between each evaluation index and the evaluation
score,continuous value acquisition was achieved,solving the problem of large discreteness in the RMR14 evaluation scores and
improving the RMR14 method. A three-dimensional digital model of the copper-gold mining area based on the improved RMR
evaluation system was constructed using 3DMine software,and each block of the block model was evaluated by Kriging interpolation
based on the geological drilling data set to form an overall caving property analysis model of the evaluation area. Finally,
the caving property was evaluated from the perspectives of elevation and lithology,respectively,to form a multi-level and allround
evaluation system. The research results show that the overall caving property grade of the copper-gold mine obtained by
the improved RMR method is grade Ⅲ,with an improved RMR comprehensive score of 52. 97,which belongs to the medium
caving level. Compared with the traditional RMR14 method,the improved RMR method can ensure the accuracy of the final evaluation results even when some parameters are missing,providing an important reference for the evaluation of engineering
rock mass quality.

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