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The Stress Calculation of Sidewall Rock in Hydraulic Fracturing Basing on Damage Theory

机译:抗损伤理论液压压裂侧壁岩石的应力计算

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The sidewall rock area was divided into destruction zone, damage zone and elastic zone, considering that the fracturing fluid can cause sidewall rock damage and change the stress status of sidewall rock. The stress distribution calculation models for every zone were established basing on elasticity and damage mechanics. The relationship between radial stress, circumferential stress and destruction radius, damage zone was calculated. We can conclude from the calculation results that the radial stress and circumferential stress will increase with the distance away from the axis of wellbore increasing, and radial stress is greater than circumferential stress in destruction and damage zone. However, in elastic zone the radial stress and circumferential stress will decrease with the distance away from the axis of wellbore increasing. The radial stress approaches the maximum horizontal principle stress, and the circumferential stress approaches the minimum horizontal principle stress at last.
机译:考虑到压裂液会导致侧壁岩石损伤并改变侧壁岩石的应力状态,侧壁岩石区域分为破坏区,损伤区和弹性区,造成侧壁岩石损伤并改变侧壁岩石的应力状态。建立每个区域的应力分布计算模型基于弹性和损伤力学。计算径向应力,圆周应力和破坏半径,损伤区之间的关系。我们可以从计算结果中得出结论,即径向应力和周向应力随着远离井筒轴的距离增加而增加,并且径向应力大于在破坏和损伤区域的圆周应力。然而,在弹性区域中,径向应力和周向应力将随着距井筒轴的距离而减小。径向应力接近最大水平原理应力,周向应力终止终止最小的水平原理应力。

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