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姜大威, 杨 涛.基于等效数值法的岩爆烈度预测研究水资源与水工程学报[J].,2014,25(1):210-213
基于等效数值法的岩爆烈度预测研究
Prediction of rock burst intensity based on equivalent numerical method
  
DOI:10.11705/j.issn.1672-643X.2014.01.046
中文关键词:  岩爆烈度  岩爆烈度预测  等效数值法  地下工程
英文关键词:rock burst intensity  prediction of rock burst intensity  equivalent numerical method  underground engineering
基金项目:
作者单位
姜大威, 杨 涛 (上海理工大学 环境与建筑学院 上海 200093) 
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中文摘要:
      岩爆是深部岩石地下工程中常见的自然灾害,因此,必须对岩爆烈度进行预测。选择围岩最大切向应力与其单轴抗压强度的比值σθc、岩石单轴抗压强度与单轴抗拉强度的比值σct以及岩石弹性能量指数Wet作为岩爆烈度评价指标,基于王元汉岩爆烈度分级标准建立了岩爆烈度等效数值法预测模型。国内外12个岩石地下工程的岩爆预测表明,本文模型预测结果与实际岩爆烈度非常吻合,与其他预测模型相比,所建议的模型简单易行,便于实际工程采用。
英文摘要:
      The rock burst is a kind of common geological disaster in deep underground engineering and severely threatens the safety of workers and the equipments. Hence, it is necessary to predict the intensity of rock burst. The paper chose the ratio of the maximum rock tangential stress to the compressive rock strength σθc, the ratio of the compressive rock strength to the tensile rock strength σct and the elastic energy index as the criteria indexes of rock burst intensity,and established a forecast model of rock burst occurrence and its intensity of equivalent numerical method according to classification standard of rock burst intensity proposed by Wang Yuanhan. The model is tested by 12 cases of rock project at home and abroad. The results show that the prediction result of rock burst intensity line up perfectly with the practical records. Comparison with other predict models,the proposed model is very simple and convenient for practical use.
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