摘要
基于有限元软件Geostudio,分析了四川某渣场堆填体边坡在不同工况下的渗流场和稳定性。结果表明:江水位的升降主要影响堆填体边坡前缘地下水位,降雨对其地下水位的影响不明显;堆填体边坡在高水位时的稳定性低于低水位的稳定性,降雨对堆填体稳定性的影响作用不明显,堆填体边坡在江水位变化和降雨联合作用下处于基本稳定状态。
Based on the finite element software Geostudio,the seepage field and stability of a slag were analyzed.The results have shown that the fluctuation of river water level mainly affects the groundwater level at the front edge of the landfill slope,and the effect of rainfall on the underground water level is not obvious.The stability of the landfill slope at high water level is lower than that at low water level.The effect of rainfall on the stability of accumulation body is not obvious,and the landfill slope is basically stable under the combined action of river water level change and rainfall.
作者
陈鹏飞
姜文杰
魏益平
陈阳
Chen Pengfei;Jiang Wenjie;Wei Yiping;Chen Yang(China Nonferrous Metals Industry Kunming Investigation and Design Institute Co.,Ltd,Kunming 650000,China;Sinohydro Bureau 10 Co.,Ltd,Chengdu 610000,China;Chengdu Sobey Digital Technology Co.,Ltd,Chengdu 610000,China;Chengdu Sohan Ecological Environment Co.,Ltd,Chengdu 610000,China)
出处
《山西建筑》
2018年第35期73-75,共3页
Shanxi Architecture
关键词
渗流场
稳定性
有限元
seepage field
stability
finite element