摘要
文章介绍了大同圩堤防的出险情况,并采用刚体极限平衡法、有限元法计算了该段堤防的稳定状态,模拟出堤身内力场分布规律和塑性应变范围,提出了可靠的加固措施。
This paper introduces the dangerous condition of the Datongwei levee, using the rigid limit equilibrium method and finite element method to analyze the steady state of the levee, in this way to simulate the distribution of internal forces field and plastic strain range, and proposes a reliable reinforcement measures.
出处
《安徽水利水电职业技术学院学报》
2016年第3期38-40,共3页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
抗滑稳定
刚体极限平衡法
有限元法
塑性应变
stability against sliding
rigid limit equilibrium method
finite element method
plastic strain
