本文介绍一种新型抗滑支挡结构的计算方法——弹性地基中的刚架分析。公式的建立是按文克尔理论、和差分原理进行的。并编制了电算程序,方法简单,便于掌握。 本方法已应用于某铁路罗依溪特大滑坡的整治工程的设计分析中,经过实践,工程效果良好,证明本方法是可行的。如将该方法进一步延伸,还可解决其它较为复杂的地下结构的计算问题。 This paper presents a new calculation method for the anti-sliding support structure—frame analysis in elastic foundations. The establishment of the formula is based on the Winkler theory and the difference principle. And compiled a computer program, the method is simple and easy to grasp. This method has been applied to the design analysis of a railway landslide in Luoyixi, and it has been proved that the method is feasible. If the method is further extended, the calculation of other more complicated underground structures can also be solved.