论文部分内容阅读
将水泥土挡墙简化为竖直放置的弹性地基梁，对作用于挡墙上的土压力按荷载函数进行处理，在此基础上建立了水泥土挡墙挠曲变形的微分方程，进而给出了一种计算水泥土挡墙位移的有效方法。
The cement-soil retaining wall is simplified as a vertically-placed elastic foundation beam, and the earth pressure acting on the retaining wall is processed according to the load function. On this basis, the differential equation of the flexural deformation of the cement-soil retaining wall is established, and then given An effective method for calculating the displacement of cement-cement retaining walls.