摘要
运用有限差分软件FLAC 3D建立数值模型,分析了堆积层滑坡在不同地震波条件下,自身地形地貌条件对其加速度场的影响和变形破坏特征,揭示动荷载作用下堆积层斜坡的动力响应规律。
The FLAC 3D is used to establish a series of numerical models,and the input seismic wave intensity and internal factors of the slope are changed to carry out numerical simulation calculation.According to the acceleration data of the monitoring points arranged in the model and the analysis law of displacement change data,the accumulated layer is summarized.The response law of layer slope under earthquake action.
作者
李嘉祺
Li Jiaqi(China Railway Design Corporation,Tianjin 300251,China)
出处
《山西建筑》
2021年第10期85-88,共4页
Shanxi Architecture
关键词
堆积层斜坡
数值模拟
动力响应
地震作用
accumulated layer slope
numerical simulation
dynamic responses
earthquake