湛铠瑜, 岳向阳, 唐春龙. 2010: 巷道围岩松动圈影响因素的敏感性数值计算. 工程地质学报, 18(S1): 93-98.
    引用本文: 湛铠瑜, 岳向阳, 唐春龙. 2010: 巷道围岩松动圈影响因素的敏感性数值计算. 工程地质学报, 18(S1): 93-98.
    ZHAN Kaiyu, YUE Xiangyang, TANG Chunlong. 2010: NUMERICAL SIMULATION OF THE SENSITIVITY OF FACTORS AFFECTING BROKEN ROCK ZONE. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 93-98.
    Citation: ZHAN Kaiyu, YUE Xiangyang, TANG Chunlong. 2010: NUMERICAL SIMULATION OF THE SENSITIVITY OF FACTORS AFFECTING BROKEN ROCK ZONE. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 93-98.

    巷道围岩松动圈影响因素的敏感性数值计算

    NUMERICAL SIMULATION OF THE SENSITIVITY OF FACTORS AFFECTING BROKEN ROCK ZONE

    • 摘要: 数值计算是预测围岩松动圈的一种有效方法,而各种影响因素的参数输入又是数值计算方法可靠性的关键所在。本文结合任楼煤矿中三轨道大巷已有实测位移和松动圈厚度,分析了各影响因素对围岩的影响性,研究了各影响因素对松动圈厚度的敏感性。计算结果表明,围压正向变化到一定程度后,增加的围压有一部分消耗在了已破碎围岩的二次破碎; 在实际岩层中开挖,只要巷道开挖就必然产生松动圈; 无构造应力情况下,围岩松动圈厚度主要取决于围岩的岩性和结构,各影响因素对松动圈厚度的敏感程度从高到低依次为围岩强度、巷道跨度、巷道断面尺寸、巷道围压和支护条件。

       

      Abstract: Numerical simulation is an effective method to prediction the broken rock zone,and the inputting parameters of factors are the key to reliability in numerical prediction.The effect level of factors on surrounding rock and the sensitivity of factors affecting broken rock zone are studied with the measured displacement and thickness of broken rock zone in the roadway of the third mining area at Renlou coal mine in this paper.The results show that some of the increased confining pressure are consumption of re-broken in surrounding rock after a certain positive change.In the actual excavation,the broken rock zone generation is inevitable as the tunnel excavation happening.The thickness of broken rock zone depends on the rock character and rock structure in no tectonic stress field,and the sensitivity of factors affecting broken rock zone from high to low are the strength of surrounding rock,the span of tunnel,the size of tunnel,the confining pressure of tunnel and the condition of support.

       

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