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Crack tip plasticity: a different approach to modelling fracture propagation in soft formations

机译:裂纹尖端塑性:模拟软岩层裂缝扩展的另一种方法

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Over the last 15 years or so, the numerical simulation of hydraulic fracturing has improved beyond recognition. Considerable time and effort has been spent on the production of these models and on their verification with field trials. In spite of their differences, these models still employ, to a lesser or greater extent, the same basic theory offracture propagation - first put forward in the 1920's and used in the original 2-D fracture models - known as Linear Elastic Fracture Mechanics, or LEFM. Although the various organisations producing fracture propagation models have extensively modified the original LEFM theory, mainly to allow for the effects of non-linearity at the crack tip, the original assumptions of LEFM stil hole true. Failure is by brittle fracture, with no significant plastic deformation of the rock -even at the fracture tip. This assumption is probably valid for most of the formations fractured by the industry today. However, an increasingly important sector of the industry is not stimulating very soft ductile formations, where the assumptions of linear strain and no significant pl;astic deformation are not reliable. Fortunately, LEFM is not the only way to model fracture propagation. The Crack Tip Plasticity (CTP) method assumes a fracture tip of finite radius, with a zone of plastically deformed material around it. This plastic zone acts to absorb extra energy from the fracturing fluid, making it harder to propagate fractures through formations with significant plastic deformation. This in turn means that, for a given ductile material, fractures will be smaller and less conductive than those predicted by LEFM. An understanding of CTP could help predict how much smaller the fracture really is, and could also help explain why LEFM-based fracture simulators cannot adequately model very soft formations.
机译:在过去的15年左右的时间里,水力压裂的数值模拟已经得到了令人难以置信的改进。这些模型的生产以及通过现场试验进行验证花费了相当多的时间和精力。尽管存在差异,但这些模型还是或多或少地采用了相同的断裂扩展基本理论-最早在1920年代提出并在原始的二维断裂模型中使用-称为线性弹性断裂力学,或者LEFM。尽管产生裂缝传播模型的各种组织已经广泛地修改了原始的LEFM理论,主要是为了考虑裂纹尖端的非线性影响,但LEFM竖井孔的原始假设是正确的。破坏是由于脆性断裂,即使在断裂尖端也没有明显的岩石塑性变形。该假设可能对当今行业破裂的大多数地层是有效的。但是,该行业中一个越来越重要的部门并没有刺激非常柔软的韧性地层,因为线性应变和没有明显的塑性变形的假设是不可靠的。幸运的是,LEFM并不是模拟裂缝扩展的唯一方法。裂纹尖端可塑性(CTP)方法假定断裂尖端具有有限的半径,并在其周围具有塑性变形的材料区域。该塑性区的作用是从压裂液中吸收多余的能量,从而使裂缝难以通过具有明显塑性变形的地层传播。这反过来意味着,对于给定的韧性材料,断裂将比LEFM预测的断裂更小且传导性更差。对CTP的理解可以帮助预测裂缝实际的小得多,也可以帮助解释为什么基于LEFM的裂缝模拟器无法充分模拟非常软的地层。

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