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Differential time-dependent fracturing and deformation characteristics of Jinping marble under true triaxial stress
International Journal of Rock Mechanics and Mining Sciences ( IF 7.2 ) Pub Date : 2021-01-16 , DOI: 10.1016/j.ijrmms.2021.104651
Jun Zhao , Xia-Ting Feng , Chengxiang Yang , Xiwei Zhang , Mengfei Jiang

The conventional (σ1 > σ2 = σ3) multi-step creep test and true triaxial (σ1 > σ2 > σ3) multi-step creep test of Jinping marble with rectangular shape were conducted. In this way, the effects of σ1, σ2, σ3 and time on creep behaviour were compared and analysed. Unlike conventional creep tests, Jinping marble showed differential creep deformation and failure characteristics in σ2 and σ3-directions under true triaxial stress. The crack time-dependent evolution was-directional, and the crack tip growth was nearly parallel to the σ1-direction with high stress and opened along the σ2 and σ3-directions with low stress. Moreover, when σ2 > σ3, the crack growth in the σ2-direction was inhibited, and the crack evolution mainly occurred along the σ3-direction. This difference eventually led to the macroscopic failure plane of Jinping marble generally acting parallel to the σ2-direction and along the σ3-direction. The larger the value of σ2, the steeper the macroscopic failure surface, and the failure mode of the rock samples changed from shear to near-splitting failure: however, increasing σ2 can only cause closure of initial cracks opening along the σ2-direction, but did not change the number of initial cracks opening along the σ3-direction. The experimental data also showed that the differential creep deformation in the σ2 and σ3-directions caused by true triaxial stress did not change with time and σ1, but was only affected by σ2 and σ3. The differential creep deformation in σ2 and σ3-directions can be described by the formula DI = a(1-exp(b((σ23)/σ3))).



中文翻译:

真三轴应力下锦屏大理石微分时变破裂变形特征

常规的(σ 1  >σ 2  =σ 3)多步蠕变试验和真三轴(σ 1  >σ 2  >σ 3)金平大理石具有矩形形状的多步蠕变试验。以这种方式,σ的影响1,σ 2,σ 3和时间对蠕变性能进行了比较分析。不同于传统的蠕变试验,金平大理石显示出差的蠕变变形和破坏特性σ 2和σ 3真三轴应力下-方向。裂纹时间依赖性演变是定向的,并且在裂纹尖端生长几乎平行于σ 1-方向具有高应力,并沿打开σ 2和σ 3 -方向具有低的应力。此外,当σ 2  >σ 3,在σ裂纹扩展2 -方向受到抑制,裂缝的演变主要沿着σ发生3 -方向。这种差异最终导致金平大理石通常平行作用的宏观破坏面到σ 2 -方向和沿着σ 3 -方向。的σ值越大2,更陡的宏观破坏面,和岩石样品的失效模式从剪切变到接近分割失败:然而,σ增加2只能引起初始裂纹沿着σ开口的封闭2 -方向,但没有改变初始裂纹沿着σ开口的数量3 -方向。实验数据还表明,在σ差动蠕变变形2和σ 3 -方向引起的真三轴应力不随时间和σ改变1,但仅受到σ 2和σ 3。差动蠕变变形中σ 2和σ 3 -方向可以通过公式DI =来描述 一个(1-EXP(b((σ 23)/σ 3)))。

更新日期:2021-01-18
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