【作者】 王飞；

【导师】 王国体；

【作者基本信息】 合肥工业大学 ， 水工结构工程， 2012， 硕士

【摘要】 本文总结和阐述了堤防边坡失稳的类型、原因以及加固方法。结合同马大堤除险加固工程，对堤坡稳定分析方法进行研究，分别应用条分法和有限元法对同马大堤堤坡稳定进行分析，提出加固方案，并验证其可行性。引入了判定边坡稳定性的新方法——土坡稳定分析应力状态新方法，并进一步验证了其可靠性。为堤防边坡加固设计提供了有益的理论经验，具有一定的指导意义。更多还原

【Abstract】 The article summarizes and describes the types, causes, and reinforcement of dike slopinstability. Bested on the TongMa dike reinforcement project, there is a study on dikestability analysis methods. Both of slice method and finite element method are used on theTongMa dike stability analysis. The program for the reinforcement is made, and itsfeasibility is verified. The article introduces another mew method of slop stability analysis—the new slop stability analysis of stress state, and further validate the reliability of thenew method. For dike slope reinforcement, the article provides a useful theoreticalexperience. In addition, it can play a certain guidance role.更多还原