Bai T, Pollard DD, Gao H
Department of Geological and Environmental Sciences, Stanford University, California 94305-2115, USA.
Nature. 2000 Feb 17;403(6771):753-6. doi: 10.1038/35001550.
The spacing of opening-mode fractures in layered materials--such as certain sedimentary rocks and laminated engineering materials--is often proportional to the thickness of the fractured layer. Experimental studies of this phenomenon show that the spacing initially decreases as extensional strain increases in the direction perpendicular to the fractures. But at a certain ratio of spacing to layer thickness, no new fractures form and the additional strain is accommodated by further opening of existing fractures: the spacing then simply scales with layer thickness, which is called fracture saturation. This is in marked contrast to existing theories of fracture, such as the stress-transfer theory, which predict that spacing should decrease with increasing strain ad infinitum. Recently, two of us (T.B. and D.D.P.) have used a combination of numerical simulations and laboratory experiments to show that, with increasing applied stress, the normal stress acting between such fractures undergoes a transition from tensile to compressive, suggesting a cause for fracture saturation. Here we investigate the full stress distribution between such fractures, from which we derive an intuitive physical model of the process of fracture saturation. Such a model should find wide applicability, from geosciences to engineering.
层状材料(如某些沉积岩和层压工程材料)中张性模式裂缝的间距通常与破裂层的厚度成正比。对这一现象的实验研究表明,随着垂直于裂缝方向的拉伸应变增加,间距最初会减小。但当间距与层厚度达到一定比例时,不再形成新的裂缝,额外的应变通过现有裂缝的进一步张开得到容纳:此时间距仅与层厚度成比例变化,这被称为裂缝饱和。这与现有的断裂理论(如应力传递理论)形成了显著对比,后者预测间距会随着应变的增加而无限减小。最近,我们两人(T.B. 和 D.D.P.)通过数值模拟和实验室实验相结合的方法表明,随着施加应力的增加,此类裂缝之间的法向应力会从拉伸转变为压缩,这为裂缝饱和提供了一个原因。在此,我们研究此类裂缝之间的全应力分布,并从中推导出裂缝饱和过程的直观物理模型。这样的模型应该会在从地球科学到工程学等广泛领域得到应用。