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首页> 外文期刊>Tectonophysics: International Journal of Geotectonics and the Geology and Physics of the Interior of the Earth >Structural and geodynamic modelling of the influence of granite bodies during lithospheric extension: Application to the Carboniferous basins of northern England
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Structural and geodynamic modelling of the influence of granite bodies during lithospheric extension: Application to the Carboniferous basins of northern England

机译:岩石岩延伸期间花岗岩体影响的结构和地球动力学建模:应用于英格兰北部石炭产盆地

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摘要

Intra-basinal highs within classic 'block and basin' style tectonic frameworks are underpinned by large granite bodies. This is widely believed to relate to the relative 'rigidity' and 'buoyancy' of granite in relation to accommodating basement. It has been suggested that during periods of tectonic extension, normal faulting around the peripheral regions of granite batholiths permits granite-cored blocks to isostatically resist subsidence, thus forming stable areas during periods of widespread faulting-induced subsidence. However, one-dimensional modelling indicates that relatively less dense crust is incapable of resisting subsidence in this way. Instead, when local isostasy is assumed, the occurrence of granite-cored, intra-basinal highs relates to initial isostatic compensation following granite emplacement. Differential sediment loading during extensional tectonism exaggerates this profile. An integrated two-dimensional lithospheric numerical modelling approach highlights the role of flexural rigidity in limiting the amplitude whilst increasing the wavelength of isostatic deflection. In light of these models, it is suggested that such a response leaves residual second-order stresses associated with the under-compensated buoyancy of the granite body and flexural tension. The observed basin geometries of the Carboniferous North Pennine Basin can be replicated by incorporating a density deficiency within the crust, flexural rigidity, simple shear deformation within the shallower subsurface and pure shear deformation within the deeper subsurface. In adopting this technique, the regional flexural profile in response to underlying granite bodies and large extensional faults can be reproduced and thus, to an extent, validated. It is proposed that the interaction of three factors dictate the tectonic framework within a partially granitic, brittle-ductile lithosphere and the occurrence of inter-basinal highs: 1) non-tectonic, 'second-order' stresses such as the flexural
机译:经典的“块和盆地”构造构造框架内的底座高度高度由大花岗岩体基础。这被广泛认为与花岗岩的相对“刚性”和“浮力”有关,以适应地下室。已经提出,在构造延伸期间,花岗岩底座的周围区域周围的正常断裂允许花岗岩芯片抵抗沉降,从而在广泛的断层诱导的沉降期间形成稳定的区域。然而,一维建模表明,相对较少的致密地壳不能以这种方式抵抗沉降。相反,当假设局部抗溶胀时,底层内部高度的出现涉及花岗岩施加后的初始等静压补偿。在扩展构造中的差分沉积物加载夸大了这种概况。综合的二维岩石层数值建模方法突出了弯曲刚度在增加振幅时的作用,同时增加等静压的波长。鉴于这些模型,建议这种反应留下与花岗岩体和弯曲张力的欠补偿浮力相关的残留的二阶应力。通过在浅层地下的浅层地下,浅剪切变形内掺入外壳,弯曲刚度,简单的剪切变形和更深的地下的纯剪切变形,可以通过将密度缺陷和较深的地下内的纯剪切变形中的密度缺陷进行复制。在采用这种技术时,可以再现响应潜在的花岗岩体和大型延伸断层的区域弯曲轮廓,从而验证。提出三个因素的相互作用在部分花岗岩,脆性岩性岩石圈和基间高度的发生方面决定了构造框架:1)非构造,“二阶”诸如弯曲的应力

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