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3-D DYNAMICAL RESPONSE ANALYSIS OF SLOPE IN SOUTH SIDE OF FUSHUN EAST OPEN-PIT MINE UNDER EARTHQUAKE

机译:地震后抚顺东露天矿山南坡3维动力响应分析

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摘要

In order to evaluate the infection of earthquake in south side of Fushun eastern opencast mine, in this paper, the geology model was analyzed thoroughly, the 3-D model was established using ANSYS program. The earthquake wave was input. The dynamic response analysis of slope is applied, and the stress, displacement, velocity and acceleration are researched. The results indicated that various kinds of stresses had stresses concentration phenomenon in the bottom of slope. Because the value of the stresses was less, any plastic shape did not appear in slope. The velocity magnifying effect and acceleration hysteretic effect were discovered.Slope dynamic response and stability under earthquake action get common attention in engineering field and academe. Slope dynamic response and stability under earthquake action get common attention in engineering field and academe. In this paper, the dynamical response of slope in south side of FunShun East Open-Pit Mine was analyzed by FEM. The response of the stress, displacement, velocity and acceleration were researched to support reasonable dynamic safety evaluation for this slope.
机译:为了评价抚顺东部露天矿南侧的地震感染程度,本文对地质模型进行了深入分析,并利用ANSYS程序建立了三维模型。输入了地震波。应用边坡的动力响应分析,研究了应力,位移,速度和加速度。结果表明,各种应力在斜坡底部都有应力集中现象。因为应力值较小,所以任何塑性形状都不会出现在坡度中。发现了速度放大效应和加速度滞后效应。地震作用下的边坡动力响应和稳定性在工程领域和学术界受到普遍关注。地震作用下的边坡动力响应和稳定性在工程领域和学术界受到普遍关注。本文利用有限元法分析了抚顺东露天矿南侧边坡的动力响应。研究了应力,位移,速度和加速度的响应,以支持对该边坡进行合理的动态安全评估。

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