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首页> 外文期刊>International journal of geomechanics >Method of Generation and Model of Calculation of Arbitrary Curved Slip Surfaces for Three-Dimensional Convex and Concave Slopes
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Method of Generation and Model of Calculation of Arbitrary Curved Slip Surfaces for Three-Dimensional Convex and Concave Slopes

机译:三维凹凸面任意曲面的产生与计算模型

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Compared with the three-dimensional (3D) simple slope, actual slopes often have irregular slope topography. The 3D convex and concave slopes are two important types of actual slopes. To analyze the stability of 3D convex and concave slopes, it is very important to construct reasonable 3D slip surfaces. Usually, spheres and ellipsoids are used; however, engineering examples show that these specific types of surfaces may be quite different from an actual slip surface. Therefore, based on the study of 3D convex and concave slope models, this work first establishes a new method to generate an arbitrary 3D curved slip surface. According to the generation characteristics of an arbitrary 3D curved slip surface, the 3D sliding body can be divided into several columns during the forming process of the slip surface. Therefore, the generated 3D slip surface is easily combined with the limit equilibrium (LE) column method for calculating the slope factor of safety (FOS) to achieve the purpose of analyzing slope stability. By simulating approximately a number of regular surfaces, such as the sphere, ellipsoid, and so on, the proposed method's rationality is verified. Additionally, the results of some examples of 3D convex and concave slopes show that compared with a 3D simple slope, the 3D convex slope has poorer stability, whereas the 3D concave slope has better stability. (C) 2017 American Society of Civil Engineers.
机译:与三维(3D)简单坡度相比,实际坡度通常具有不规则的坡度地形。 3D凹凸坡度是实际坡度的两种重要类型。为了分析3D凹凸面的稳定性,构造合理的3D滑动面非常重要。通常,使用球体和椭圆体。但是,工程示例表明,这些特定类型的表面可能与实际的滑动表面完全不同。因此,在研究3D凹凸面模型的基础上,本文首先建立了一种生成任意3D曲面的新方法。根据任意3D弯曲滑动表面的生成特性,在滑动表面的形成过程中,可以将3D滑动体分为几列。因此,生成的3D滑动面很容易与极限平衡(LE)柱方法结合使用来计算安全斜率(FOS),从而达到分析斜坡稳定性的目的。通过模拟一些规则的曲面(例如球体,椭球等),可以验证所提出方法的合理性。此外,一些3D凸坡和凹坡示例的结果表明,与3D简单坡相比,3D凸坡具有较差的稳定性,而3D凹坡具有较好的稳定性。 (C)2017年美国土木工程师学会。

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