考虑多工程因素的岩爆倾向性综合评价方法

By comprehensively considering multiple engineering factors in the rockburst area, including rock mechanics parameters and groundwater conditions, the problem of inconsistent rockburst evaluation results is solved, simplifying calculations and improving evaluation accuracy. This method is applicable to rockburst risk assessment in underground engineering construction.

CN121457975BActive Publication Date: 2026-07-17SHANDONG GOLD JINCHUANG GRP CO LTD +1
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
SHANDONG GOLD JINCHUANG GRP CO LTD
Filing Date
2025-11-10
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies fail to fully consider the environmental factors of rock mass occurrence when evaluating rockburst tendency, resulting in inconsistent and complex evaluation results that are difficult for engineering technicians to master.

Method used

By acquiring the original rock stress, rock mechanics parameters, and groundwater status of the area to be evaluated, and combining the rockburst potential and the accumulation density of elastic energy induced by surrounding rock excavation, a comprehensive evaluation of multiple engineering factors is conducted, including preliminary, revised, and horizontal comparisons, and finally, the rockburst tendency evaluation results are given.

Benefits of technology

It improves the scientific rigor and accuracy of rockburst assessment, simplifies the calculation process, makes it easier for engineering technicians to master, and reduces safety management costs.

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Abstract

本发明涉及地下工程施工技术领域,尤其涉及考虑多工程因素的岩爆倾向性综合评价方法,既考虑了诱发岩爆的内因,包括岩石本身的脆性指数、围岩积聚弹性应变能的能力,也考虑了影响岩爆强弱程度的外因,包括岩石赋存环境的应力大小、围岩结构面发育程度、所处工程区域的地下水影响,提出了根据地下水状态修正岩爆等级的具体标准,同时还考虑了围岩开挖卸荷诱导作用,提出了开挖卸荷后围岩能量计算方法,相较于目前基于多个定量评价指标建立的智能算法预测方法,解决了评价模型复杂,评价结果可靠性差的难题。该方法评价过程依据充分,形成闭环,提高了评价过程及结果的科学性、准确性,有利用降低安全管理成本。
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Citation Information

Patent Citations

  • A quantitative evaluation method for the rockburst proneness of surrounding rock considering the excavation disturbance effect

    CN115468531B

  • Rock burst tendency prediction method considering tunnel plastic zone and radial stress

    CN115575598A

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