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金属矿山 ›› 2026, Vol. 55 ›› Issue (2): 23-30.

• 采矿工程 • 上一篇    下一篇

岩体块度指数在岩体完整性评价中的应用研究

王 毅 何 进 贺谋军 褚智渊 孙念平 刘 兵   

  1. 核工业西南勘察设计研究院,四川 成都 610052
  • 出版日期:2026-02-15 发布日期:2026-03-02
  • 作者简介:王 毅(1985—),男,正高级工程师,硕士。
  • 基金资助:
    四川省自然资源投资集团科技项目(编号:川资投函〔2025〕298 号)。

Application of Rock Mass Block Index in Rock Mass Integrity Evaluation

WANG Yi HE Jin HE Moujun CHU Zhiyuan SUN Nianping LIU Bing   

  1. Nuclear Industry Southwest Survey & Design Institute,Chengdu 610052,China
  • Online:2026-02-15 Published:2026-03-02

摘要: 岩体块度指数(RBI)是评价岩体完整性和结构特征的重要指标,但其传统计算方法因忽略不同区域岩
性、构造及地应力等因素的影响,导致计算结果与岩体完整性指数(Kv)相关性较低,完整性评价偏差较大。为解决这
一问题,以川西某大型矿山边坡为研究对象,基于28 个勘探钻孔及10 个波速测试孔的数据,通过特征值分析法,将传
统RBI 公式中的固定权值替换为不同完整程度岩体对应的特征长度,并重新定义分级界限,进而获得了经修正的岩
体块度指数及其计算公式。研究表明:修正后的岩体块度指数与Kv 的相关系数明显提升,岩体完整性评价结果一致
性比例也大幅提高,跨级偏差显著减少。验证组的数据也进一步证实上述结果。该方法通过引入动态权值和特征长
度,克服了传统RBI 的局限性,为缺乏波速测试条件的工程提供了一种经济、可靠的岩体完整性评价替代方案,也进
一步丰富了RBI 的内涵和应用场景,为岩体完整性定量评价提供了新的途径。

关键词: 岩体块度指数 岩体完整性 特征长度 岩体质量

Abstract: The Rock Block Index(RBI) is a crucial metric for assessing the integrity and structural characteristics of
rock masses. However,the traditional calculation method of RBI often leads to low correlation with the Rock Mass Integrity Index(
Kv) and significant deviations in integrity evaluation,as it overlooks the influences of varying regional lithology,structural
features,and in-situ stress conditions. To address this issue,this study takes a large-scale mine slope in western Sichuan as the
research object. Based on data from 28 exploration boreholes and 10 wave velocity test holes,the eigenvalue analysis method is
employed to replace the fixed weights in the traditional RBI formula with characteristic lengths corresponding to rock masses of
different integrity levels,and the classification boundaries are redefined,thereby obtaining a revised RBI. The research demonstrates
that the correlation coefficient between the revised RBI and Kv has significantly improved,along with a substantial increase
in the consistency ratio of rock mass integrity evaluation results and a notable reduction in cross-grade deviations. These
findings are further confirmed by validation group data. By introducing dynamic weights and characteristic lengths,this method
effectively overcomes the limitations of traditional RBI. It offers an economical and reliable alternative for rock mass integrity evaluation
in projects lacking wave velocity testing conditions,further enriches the connotation and application scenarios of RBI,
and provides a new approach for quantitative evaluation of rock mass integrity.

Key words: rock block index,rock mass integrity,characteristic length,rock mass quality

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