Computer analysis of the stress state in the Yenisei Ridge

A. Akhmetov, I. Smolin, P. Makarov
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引用次数: 4

Abstract

This paper analyzes numerically the mechanical behavior of geological depth structures in the Yenisei Ridge. For creating the computer structures of the researched area, the two geological profiles of “Shpat” and “Batolit-1982” obtained by deep seismic sounding were taken as a basis. To model plastic deformation, the Nikolaevsky elasto-plastic model was used. The depth analysis of the state of stress and strain was realized making use of the inelastic strain increments and the Lode parameter. The maximum values of strain increments are focused in upper layers of Earth’s crust, where pressure is lower, and also in the region of the Yenisei shear belt. The view of the Lode parameter distribution closely depends on the variation of strength properties with depth in the lithosphere. The stress state of the geological profiles “Shpat” and “Batolit-1982” is very heterogeneous, that is caused not only by the difference of physical and mechanical properties of lithosphere layers but the change of the geomedia strength with depth as well.This paper analyzes numerically the mechanical behavior of geological depth structures in the Yenisei Ridge. For creating the computer structures of the researched area, the two geological profiles of “Shpat” and “Batolit-1982” obtained by deep seismic sounding were taken as a basis. To model plastic deformation, the Nikolaevsky elasto-plastic model was used. The depth analysis of the state of stress and strain was realized making use of the inelastic strain increments and the Lode parameter. The maximum values of strain increments are focused in upper layers of Earth’s crust, where pressure is lower, and also in the region of the Yenisei shear belt. The view of the Lode parameter distribution closely depends on the variation of strength properties with depth in the lithosphere. The stress state of the geological profiles “Shpat” and “Batolit-1982” is very heterogeneous, that is caused not only by the difference of physical and mechanical properties of lithosphere layers but the change of the geomedia str...
叶尼塞山脊应力状态的计算机分析
本文对叶尼塞岭深部地质构造的力学行为进行了数值分析。为创建研究区计算机构造,以深震测深获得的“Shpat”和“Batolit-1982”两条地质剖面为依据。为了模拟塑性变形,采用了Nikolaevsky弹塑性模型。利用非弹性应变增量和Lode参数,实现了应力应变状态的深度分析。应变增量的最大值集中在压力较低的地壳上层和叶尼塞剪切带区域。矿脉参数分布的观点与岩石圈强度性质随深度的变化密切相关。“Shpat”和“Batolit-1982”地质剖面的应力状态非常不均匀,这不仅是由于岩石圈各层物理力学性质的差异造成的,而且还与几何强度随深度的变化有关。本文对叶尼塞岭深部地质构造的力学行为进行了数值分析。为创建研究区计算机构造,以深震测深获得的“Shpat”和“Batolit-1982”两条地质剖面为依据。为了模拟塑性变形,采用了Nikolaevsky弹塑性模型。利用非弹性应变增量和Lode参数,实现了应力应变状态的深度分析。应变增量的最大值集中在压力较低的地壳上层和叶尼塞剪切带区域。矿脉参数分布的观点与岩石圈强度性质随深度的变化密切相关。“Shpat”和“Batolit-1982”地质剖面的应力状态非常不均匀,这不仅是由于岩石圈各层物理力学性质的差异造成的,而且是由于几何形状的变化造成的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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