强度折减法与极限平衡法对边坡稳定性研究

Study on slope stability by strength reduction method and limit equilibrium method

分析了强度折减法与极限平衡法,重点介绍了两种方法对边坡稳定性所起到的效果,其是进行边坡设计的基础和前提,但是不同的方法其有各自的优缺点,需要根据实际情况来给予选择。通过强度折减法与极限平衡法来对边坡的稳定性进行研究,以期能够为边坡的设计、施工提供一定的参考和借鉴,使经济与社会效益最大化。

This paper mainly analyzes the strength reduction method and the limit equilibrium method, and mainly introduces the effect of the two methods on the slope stability. They are the basis and prerequisite for the slope design. However, different methods have their own advantages and disadvantages, need to be based on the actual situation to give choice. The stability of the slope is studied by the method of strength reduction and limit equilibrium, so as to provide some reference and reference for the design and construction of the slope, so as to maximize the economic and social benefits.