非规则坡面形态对高位滑体失稳的影响研究
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U146.1

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贵州省科学技术厅-科技支撑计划重点项目(黔科合支撑[2018]2815)


Study of the influence of irregular slope shape on the instability characteristics of high-locality sliding mass
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    摘要:

    针对非规则边坡滑体在高位失稳后,因其势能较大而破坏力较强的问题,采用PFC 2D离散元数值模拟 软件建立模型,以颗粒单元组成失稳滑体。再基于离散傅里叶逆变换的边坡坡表轮廓重构的方法,生成非规则 几何形貌坡面的边坡模型,并将其导入PFC 2D进行数值计算,研究了不同傅里叶描述因子(D2、D3、D8)取值 条件下边坡坡表几何形貌特征与高位滑体失稳运动特性的关系。研究结果表明:坡面轮廓对两类滑体(黏性与 无黏性)的运动特性均存在显著影响。

    Abstract:

    Because of the serious damage induced by the potential energy in the failing process of irregular slope high-locality landslide,the PFC2D discrete element numerical simulation software was adopted in this study to form the unstable sliding body using particle elements. Based on the inverse discrete Fourier Transform Method(FTM),the slope model with irregular geometry was generated. That it was then imported into the PFC2D for numerical calculation. The correlation between the instability motion characteristics of the high-locality landslide and the slope surface geometry under different values of the Fourier description factors(D2,D3,D8)is studied. The results show that the motion characteristics of the two types of sliding bodies(viscous and non-viscous)are significantly affected by the slope profile.

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胡昌文,赵腾,龚小根.非规则坡面形态对高位滑体失稳的影响研究[J].交通科学与工程,2021,37(4):24-32.
HU Chang-wen, ZHAO Teng, GONG Xiao-gen. Study of the influence of irregular slope shape on the instability characteristics of high-locality sliding mass[J]. Journal of Transport Science and Engineering,2021,37(4):24-32.

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  • 在线发布日期: 2022-06-06
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