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Simulation of Borehole Breakouts Using Fracod2d

机译:使用Fracod2d模拟井眼破裂

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摘要

Borehole breakouts often occur with complicated failure mechanisms, involving both tensile and shear failures. To facilitate studies on borehole breakout phenomena, a new fracture propagation code FRACOD2D is introduced in this paper. The code simulates fracture propagation in the tensile mode (mode I), shear mode (mode II) and the mixed mode (mode I + II). It is capable of predicting borehole breakouts caused by a range of failure mechanisms. The code has been applied to study borehole breakouts in a number of cases with different stress ratios and fluid pressures. It was found that in most cases, shear failures are involved in the final formation of a breakout. Tensile failures alone do not form breakouts. The numerical models predicted the typical dog-ear shaped breakouts. The shape and extents of the breakouts (width and depth) were found to depend upon the magnitude of applied stresses as well as the fluid pressure in the borehole. The results of modeling are consistent with laboratory test results and field observations. Factors affecting breakout mechanism are discussed.
机译:钻孔破裂通常发生在复杂的破坏机制中,包括拉伸破坏和剪切破坏。为了便于研究井眼突围现象,本文引入了一种新的裂缝扩展码FRACOD2D。该代码在拉伸模式(模式I),剪切模式(模式II)和混合模式(模式I + II)下模拟裂缝的扩展。它能够预测由一系列失效机制引起的井壁破裂。该代码已被用于研究许多应力比和流体压力不同的情况下的井眼破裂。人们发现,在大多数情况下,剪切破坏与最终的破裂形成有关。单独的拉伸失败不会形成突破。数值模型预测了典型的狗耳形突围。发现裂缝的形状和程度(宽度和深度)取决于施加应力的大小以及井眼中的流体压力。建模结果与实验室测试结果和现场观察一致。讨论了影响突破机制的因素。

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