摘要
采用有限元软件,对某电站右冲砂底孔坝段左岸边坡开挖加固方案进行了数值模拟计算,研究结果表明采用施工措施可以减少坝体的位移,但锚固措施并不能改善内部基岩变位,这为施工提供了指导依据。
By finite element analysis software, the author makes a simulation and calculation for left bank slope excavating and strengthening scheme of right sand-washing bottom-hole dam section in a certain electric station, which shows that construction measure can reduce the deformation of dam body, but anchor-fix measure can not improve inner base rock deformation to give a reference for construction.
出处
《山西建筑》
2006年第10期93-94,共2页
Shanxi Architecture
