摘要
为直观的分析滑坡的细观机理,对陕南地区无黏性土边坡进行了离散元模拟[1],并利用颗粒流模拟方法,对土体应力应变关系和剪切带形成机理进行了微观数值模拟,将土体微观结构与对应的宏观力学特性结合起来,分析了土体剪切带的形成与发展过程,得出了一些有价值的结论。
In order to analyzes the meso-mechanism of landslides, the paper has the distinct element simulation of the non-cohesive soil in South- ern Shaanxi areas, adopts the grain flow method to simulation method to have the micro-numeric simulation of the soil stress and strain relation- ship and mechanism of the shear zones by combining the soil microstructures with the respective macro-dynamic features, analyzes the formation and development of the soil shear zones, and achieves valuable conclusion.
出处
《山西建筑》
2015年第22期61-62,共2页
Shanxi Architecture
基金
陕西省教育厅基金
陕西理工学院创新训练计划基金支持
关键词
滑坡
数值模拟
离散元
颗粒流
landslide, numeric simulation, distinct element, grain flow
