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首页> 外文期刊>Journal of geodynamics >Three-dimensional numerical thermal and rheological modelling in the central Fennoscandian Shield
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Three-dimensional numerical thermal and rheological modelling in the central Fennoscandian Shield

机译:Fennoscandian盾构中央的三维数值热流变模型

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A three-dimensional model for the central Fennoscandian Shield was constructed for analysing the thermal, the rheological and the structural conditions in the lithosphere. The mesh covers a rectangular area in the southern Finland with horizontal dimensions of 500 km x 400 km and a depth extent of 100 km. Structural boundaries are derived from the several deep seismic soundings carried out in the area. Constructed model is first used in the calculation of the thermal and the rheological models and secondly in analysing the stress and the deformational conditions with the obtained rheology. Thermal and structural models are solved with the finite element method. The calculated surface HFD is between 40 and 48 mW m~(-2) in the Proterozoic southern part and below 40 mW m~(-2) in the older and northern Archaean part of the model. The calculated rheological strength shows a layered structure with two individual Theologically weak layers in the crust and strong layer in the upper part of the lower crust. The minimum brittle-ductile transition (BDT) depth is around 10 km in the southern part of the model while in the north and north-eastern parts the BDT depth is around 45-50 km. Comparison with the focal depth data shows that as most of the earthquakes occur no deeper than the depth of 10 km are they located in the brittle regime. Resulting stress conditions and possible regions of deformation after the model is subjected to pressure of 50 MPa reveals that the stress field is quite uniformly distributed in different crustal layers and that the elastic parameters control more the state of the stress than the applied rheological structure. In the upper crust, the stress intensity has values between 42 and 45 MPa whereas in the middle crust the values are around 50 MPa. Comparison of the 3-D model with earlier 2-D models shows that some differences in the results are to be expected.
机译:构造了中央芬诺斯堪的纳斯盾构的三维模型,用于分析岩石圈的热学,流变学和结构条件。该网格覆盖芬兰南部的一个矩形区域,水平尺寸为500 km x 400 km,深度范围为100 km。结构边界来自该地区进行的几次深层地震测深。所建立的模型首先用于热模型和流变模型的计算中,其次用于用所获得的流变性分析应力和变形条件。用有限元法求解热模型和结构模型。在该模型的原始元古代南部,计算出的表面HFD在40至48 mW m〜(-2)之间,而在该模型的较旧和北部地区,该值低于40 mW m〜(-2)。计算得到的流变强度显示出层状结构,在地壳中具有两个单独的在理论上较弱的层,而在下地壳的上部则具有较强的层。在模型的南部,最小脆性-延性转变(BDT)深度约为10 km,而在北部和东北部,BDT深度约为45-50 km。与震源深度数据的比较表明,由于大多数地震发生的深度都不超过10 km,因此它们位于脆性区域。在模型承受50 MPa压力后,产生的应力条件和可能的变形区域表明,应力场在不同的地壳层中非常均匀地分布,并且弹性参数比所施加的流变结构更能控制应力状态。在上地壳中,应力强度的值介于42到45 MPa之间,而在中地壳中,应力强度约为50 MPa。 3-D模型与早期2-D模型的比较表明,预期结果会有一些差异。

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