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    真三轴单面卸荷下含折线型预制裂隙花岗岩岩爆试验研究

    Experimental Study on Rockburst of Granite with Prefabricated Folded Fissure Under True-Triaxial with Single Face Unloading

    • 摘要: 为揭示应变-结构面滑移型岩爆特征和机制,采用高压伺服真三轴试验机,开展了真三轴单面卸荷下含折线型预制裂隙花岗岩岩爆试验,研究了含折线型预制裂隙花岗岩应变-结构面滑移型岩爆特征以及岩爆过程中能量和声发射活动演化特征.研究结果表明:随花岗岩预制裂隙倾角增大,应变-结构面滑移型岩爆爆坑尺寸和颗粒整体弹射速度增大,同时卸荷面左、右相邻两侧面上的裂纹数量和裂纹扩展规模亦明显增大;岩爆过程中产生的碎屑以粗粒为主,且粗粒碎屑质量占比与裂隙倾角成正相关关系;岩爆即将发生时声发射振铃计数急剧增加,岩爆发生时振铃计数达到最大值;单面卸荷后声发射振铃计数和绝对能量占比均大于75%,且随预制裂隙倾角的增大,二者占比均逐渐增大,含折线型预制裂隙花岗岩试样应变-结构面滑移型岩爆整体弹射破坏更剧烈;随裂隙倾角的增大,花岗岩试样单面卸荷后裂纹扩展持续时间明显增加,同时RA-AF高密度区呈增大趋势,卸荷面左、右两侧面上张拉裂纹显著增多.

       

      Abstract: To investigate the characteristics and mechanisms of strain-structural plane slip rockburst,a high-pressure and servo true-triaxial testing machine was used to conduct rockburst tests on granite with prefabricated folded fissure under true-triaxial with single face unloading.The abovementioned study focus on the characteristics of strain-plane slip rockburst and the evolution law of energy and acoustic emission(AE) during rockburst of prefabricated folded fissure granite.The results indicate that as the injection angle of the prefabricated fissure increases,the crater size of the strain-structural plane slip rockburst and the overall ejection velocity of the particles also increase.Simultaneously,the number of cracks on the left and right adjacent surfaces of the unloading surface,as well as the extent of crack propagation,obviously increase;The debris generated during the rockburst process mainly are coarse particles,and the mass proportion of coarse debris is positively correlated with the injection angle of fissure;The AE ringing count increases sharply when a rockburst is about to occur,and reaches its maximum value when the rockburst occurs.The proportion of AE ringing count and absolute energy both exceeds 75% after unloading,and this proportion gradually increases with the injection angle of the prefabricated fissure.The overall ejection failure of the strain-structural plane slip rockburst is more severe;With the increase of the injection angle,the duration of crack propagation in the granite specimen after unloading significantly increases.At the same time,the high-density area of RA-AF shows an increasing trend,and the tensile cracks on the left and right adjacent surfaces of the unloading surface significantly increases.

       

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