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水力发电学报 ›› 2021, Vol. 40 ›› Issue (6): 127-138.doi: 10.11660/slfdxb.20210612

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基于μ(I)颗粒流本构关系的三维滑坡运动模型

  

  • 出版日期:2021-06-25 发布日期:2021-06-25

μ(I) rheology-based three-dimensional numerical model for landslide motions

  • Online:2021-06-25 Published:2021-06-25

摘要: 滑坡是一种广泛存在并频繁发生的自然灾害,可以采用合适的数值模拟方法对滑坡运动过程进行模拟,进而对滑坡灾害进行分析与预测。基于连续介质理论和?(I)颗粒流理论,可以将Navier-Stokes方程与?(I)本构关系结合起来,得到滑坡体运动的连续性方程和动量方程,形成一种基于?(I)颗粒流本构关系的三维滑坡运动模拟方法。该方法基于OpenFOAM开源平台,采用有限体积法对方程进行离散求解,并开发求解器,可以实现对滑坡运动过程的三维数值模拟。本文还对室内粗糙斜面试验进行数值模拟,验证了基于?(I)颗粒流本构关系的三维滑坡数值模拟方法的可行性。

关键词: 滑坡, 颗粒流, μ(I)本构关系, 三维, 数值模拟

Abstract: Landslide is a widespread and frequent natural disaster, and its behaviors can be studied using appropriate numerical methods, through simulating its moving process and then predicting and analyzing the potential disaster. This paper describes a three-dimensional landslide numerical method for landslide motions based on the continuum theory and μ(I) rheology of granular flows. We use the Navier-Stokes equations and μ(I) rheology to develop the continuity equation and momentum equation of landslide motions, apply a finite volume method for discretization, and construct a simulation solver based on OpenFOAM, an open source platform. Application to simulations of the inclined rough plane laboratory test verifies the feasibility of this method.

Key words: landslide, granular flow, μ(I) rheology, three-dimensional, numerical simulation

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