高边坡路基动力响应及稳定性分析研究

2017 International Conference on Algorithms, Methodology, Models and Applications in Emerging Technologies (ICAMMAET) Pub Date : 2017-02-01 DOI:10.1109/ICAMMAET.2017.8186635

Xiaocheng Su, Dechen Wang

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引用次数: 0

摘要

随着交通道路建设的发展，本文充分利用有限差分法研究高边坡的动力响应及稳定性分析。通过大量的动力数值分析，讨论了边坡的动力响应。研究发现，坡面动力响应的速度、速度和加速度特征通过三个放大系数分布在坡面剖面上。通过对动荷载作用下边坡的力学特性和响应的研究，得出路基对沿坡地震波强度有显著影响的结论。

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Research on dynamic response and stability analysis of high slope subgrade

With the development of traffic road construction, this paper made full use of finite difference method to study the dynamic response of high slope and stability analysis. The dynamic response of the slope is discussed by a large number of dynamic numerical analysis. It is found that the characteristics of the velocity, velocity and acceleration of the slope dynamic response are distributed on the slope profile by the three magnification coefficient. By studying the mechanical properties and response of the slope under dynamic load, it is concluded that the subgrade has a significant effect on the seismic wave intensity along the slope.

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2017 International Conference on Algorithms, Methodology, Models and Applications in Emerging Technologies (ICAMMAET)

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