摘要
介绍了某边坡地质特征,在此基础上应用有限元法分析了该边坡应力场,并着重对比边坡开挖前后应力场变化,描述了应力集中现象及应力分布特征。最后给出了该边坡支护加固措施的建议。
The geologic characters of a slope is presented in this paper, and by use of FEM, the stress field is analyze. before and after excavation of the slope, the change of stress field is compared, stress convergence and distribution is presented. Some methods is suggested to reinforce the slope.
出处
《黑龙江水专学报》
2007年第2期41-43,共3页
Journal of Heilongjiang Hydraulic Engineering College