该文针对极限平衡法条分法中的条块,通过在条块与条块、条块与滑动面之间施加弹簧来模拟其相互的作用力,解决了传统的条分法由于条块受力的各种假设导致计算结果受人为影响的问题,也将条分法这一超静定问题化为了一静定问题来求解,提出了弹簧-条分法这一边坡稳定分析的新方法。结合实例计算,说明了该文方法的特点及其应用前景。 In this paper, the limit equilibrium method in the law of the bar, by the bar and the bar, the bar and the sliding surface between the spring to simulate the interaction between them to solve the traditional bar method as the bar by The various assumptions of force lead to the problem of calculating the result of artificially affected. The problem of statutory stability is also solved by a stationary problem, and a new method of slope-stability analysis is proposed. Combined with example calculation, this paper illustrates the characteristics of the method and its application prospects.