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High-strain deformation of conglomerates: Numerical modelling, strain analysis, and an example from the Wutai Mountains, North China Craton

机译:砾岩的高应变变形:数值模拟,应变分析和以华北克拉通五台山为例

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Conglomerates have been widely used to investigate deformation history and rheology, strain, vorticity and viscosity. Previous studies reveal that several factors, such as pebble shapes and concentrations, as well as material properties, affect conglomerate deformation. However, how pebble concentration and interaction between pebbles affect deformation is not understood very well. We use the 2D numerical modelling platform ELLE coupled to the full field crystal visco-plasticity code (VPFFT) to simulate the deformation of conglomerates with various viscosity contrasts between pebbles and matrix and different pebble concentrations, with both linear (stress exponent n = 1) and power-law (n = 3) viscous rheologies, under simple shear conditions up to a shear strain of ten. Pebbles can behave as effectively passive, deformable or effectively rigid. An increase in pebble concentrations/viscosity contrasts enhances pebble deformation, but reduces their rotation. A mean aspect ratio (R-f) - orientation (phi) plot is proposed to gain an estimate of pebble deformation behaviour and the amount of bulk strain. Closely spaced rigid or deformable pebbles can form clusters that mechanically act as single inclusions. Rigid clusters rotate and survive for only short strain increments, whereas the more stable deformable ones keep on elongating with minor rotation. We provide a natural example of deformed conglomerates from the Wutai Mountains, North China Craton. These consist of banded-iron-formation (BIF) pebbles embedded in a schistose matrix. Using the mean R-f phi plot, a finite strain of similar to 6 under simple shear could be determined. The viscosity of the pebbles is estimated at about 5-8 times that of the matrix for a linear rheology (n = 1), or 2 to 5 times if a power-law rheology with n = 3 is assumed.
机译:团块已被广泛用于研究变形历史和流变学,应变,涡度和粘度。先前的研究表明,一些因素(例如卵石的形状和浓度以及材料特性)会影响砾岩的变形。然而,人们对卵石浓度和卵石之间的相互作用如何影响变形的了解还不是很清楚。我们使用二维数值建模平台ELLE和全场晶体粘塑性代码(VPFFT)来模拟砾石的变形,这些砾石在卵石和基质之间具有不同的粘度对比,并且卵石浓度不同,并且线性(应力指数n = 1)和幂律(n = 3)粘性流变,在简单的剪切条件下达到十个剪切应变。小卵石可以表现为有效的被动,可变形或有效的刚性。卵石浓度/粘度对比的增加会增强卵石变形,但会降低其旋转度。提出了平均纵横比(R-f)-方向(phi)图,以获得卵石变形行为和整体应变量的估计值。紧密间隔的刚性或可变形卵石可形成在机械上充当单个夹杂物的团簇。刚性团簇旋转并仅在短的应变增量下生存,而更稳定的可变形簇在较小的旋转下继续伸长。我们提供了一个来自华北克拉通五台山变形砾岩的自然例子。这些由嵌入在片状基质中的带状铁形成(BIF)小卵石组成。使用平均R-f phi图,可以确定在简单剪切作用下类似于6的有限应变。对于线性流变(n = 1),估计卵石的粘度约为基质的粘度的5-8倍(如果假设n = 3的幂律流变,则为2至5倍)。

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