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首页> 外文期刊>Rock Mechanics and Rock Engineering >Nonlinear Evolutionary Mechanisms of Instability of Plane-Shear Slope: Catastrophe, Bifurcation, Chaos and Physical Prediction
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Nonlinear Evolutionary Mechanisms of Instability of Plane-Shear Slope: Catastrophe, Bifurcation, Chaos and Physical Prediction

机译:平面剪切边坡失稳的非线性演化机制:突变,分叉,混沌和物理预测

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摘要

A cusp catastrophe model is presented and the necessary and sufficient conditions leading to landslides are discussed. The sliding surface is assumed to be planar and is a combination of two media: medium 1 is elastic-brittle or strain-hardening and medium 2 is strain-softening. The shear stress-strain constitutive model for the strain-softening medium is described by the Weibull’s distribution law. This paper is a generalization and extension of the paper by Qin et al. (2001b), in which the shear stress-strain constitutive model for medium 2 was described by a negative exponent distribution; a special case of the Weibull’s distribution law. It is found that the instability of the slope relies mainly on both the stiffness ratio of the media and the homogeneity index and that a new role of water is to enlarge the material homogeneity or brittleness and hence to reduce the stiffness ratio. A nonlinear dynamic model (also called a physical forecasting model), which is derived by considering the time-dependent behavior of the strain-softening medium, is used to study the time prediction of landslides. An algorithm of inversion on the nonlinear dynamic model is suggested for seeking the precursory abnormality and abstracting mechanical parameters from the observed series of a landslide. A case study of the Jimingsi landslide is analysed and its nonlinear dynamic model is established from the observation series of this landslide using the suggested model and the algorithm of inversion. It is found that the catastrophic characteristic index |D| shows a quick rise till reaching an extremely high peak value after the slope evolves into the tertiary creep, and subsequently approaches a zero value prior to instability, which can be regarded as an important precursory abnormality index. By taking into account the evolutionary characteristic of the slope being in the secondary creep, a simplified nonlinear dynamic model is proposed for studying the properties of bifurcation and chaos. It is shown that the emergence of chaos depends on the mechanical parameters of the sliding-surface media.
机译:提出了一个尖顶突变模型,并讨论了导致滑坡的必要条件和充分条件。假定滑动表面是平面,并且是两种介质的组合:介质1是弹性脆性或应变硬化,介质2是应变软化。威布尔分布定律描述了应变软化介质的剪应力-应变本构模型。本文是对Qin等人论文的概括和扩展。 (2001b),其中介质2的剪应力-应变本构模型由负指数分布描述;威布尔分配法的一个特例。发现边坡的不稳定性主要取决于介质的刚度比和均一性指标,水的新作用是增大材料的均一性或脆性,从而降低刚度比。通过考虑应变软化介质随时间变化的行为得出的非线性动力学模型(也称为物理预测模型)用于研究滑坡的时间预测。为了寻找前兆异常并从观测到的滑坡序列中提取力学参数,提出了一种非线性动力学模型的反演算法。分析了吉明寺滑坡的实例,并利用建议的模型和反演算法,从该滑坡的观测序列建立了非线性动力学模型。发现灾难性特征指标| D |曲线显示出在坡度演变为第三蠕变之后迅速上升直至达到极高的峰值,随后在不稳定之前接近零值,这可以被视为重要的前兆异常指数。考虑到二次蠕变中边坡的演化特征,提出了一种简化的非线性动力学模型来研究分岔和混沌的性质。结果表明,混沌的产生取决于滑动面介质的力学参数。

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