李曼, 秦四清, 马平, 孙强. 2008: 利用岩石声发射凯塞效应测定岩体地应力. 工程地质学报, 16(6): 833-838.
    引用本文: 李曼, 秦四清, 马平, 孙强. 2008: 利用岩石声发射凯塞效应测定岩体地应力. 工程地质学报, 16(6): 833-838.
    2008: IN-SITU STRESS MEASUREMENT WITH KAISER EFFECT OF ROCK ACOUSTIC EMISSION. JOURNAL OF ENGINEERING GEOLOGY, 16(6): 833-838.
    Citation: 2008: IN-SITU STRESS MEASUREMENT WITH KAISER EFFECT OF ROCK ACOUSTIC EMISSION. JOURNAL OF ENGINEERING GEOLOGY, 16(6): 833-838.

    利用岩石声发射凯塞效应测定岩体地应力

    IN-SITU STRESS MEASUREMENT WITH KAISER EFFECT OF ROCK ACOUSTIC EMISSION

    • 摘要: 将砂岩在整个变形阶段的声发射信号特征可划分为加载初期、压密阶段、裂纹稳定扩展阶段、裂纹非稳定扩展阶段、砂岩破坏阶段5部分。利用岩样声发射信号的特征,确定出岩石的凯塞效应点与其裂纹稳定扩展阶段的起始点相对应,并进一步得出岩石凯塞效应点的上限为裂纹稳定扩展阶段的终点,裂纹非稳定扩展阶段的起始点。凯塞效应点受岩样两端面的平行度、压机加载速率等有关,岩样端面不平整,在加载初期会有强烈的声发射信号;压机加载速率过大,声发射信号可能显示不出来或被后续更强的声发射信号所掩盖。计算出深度为670m处巷道周围天然应力3个主应力的大小和方向,与在现场用应力解除法和水压致裂法测得的天然应力相比,其数值基本一致,但方向存在一定的偏差。

       

      Abstract: his paper classifies the acoustic emissions of sandstone into five stages according to the different deformation stages. They are the preliminary stage of loading, the density stage, the crack stable growth stage, the crack unsteady growth stage and the damage stage. According to distinct acoustic emission of each stage, it is found that the Kaiser point is relevant with the starting point of crack stable growth stage. The paper further presents that the upper limit of Kaiser points is the end-point of crack stable growth stage, or is the initial point of crack unsteady growth stage. The Kaiser point is affected by many factors such as parallelism between two planes of rock sample and loading rate of press machine. If the planes of rock sample are not flat, strong acoustic emission may occur at preliminary stage of loading. If loading rate is bigger, there may not be acoustic emission or the acoustic emission is covered up by latter signals. The paper calculates the values and directions of the three principal stresses of ground stress at 670 m depth below. Compared with field stress-relief method and hydraulic fracturing technique, the three principal values were basically consistent, but their directions were not wholly equal.

       

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