Based on the HK model, a modified HK model was proposed to adapt the settlement calculation of embankment on soft ground, given the range of parameters and cautions in the practical application. According to the calculation, the method in this article not only has good astrin- gency but also calculates more close to the true value. Finally, it is proved from an engineering case.%以HK模型为研究对象,为适合于软土地基上的路堤沉降计算,提出了修正的HK模型,给出了各参数的取值范围及实际应用中的注意事项,从计算结果来看,此方法不仅收敛性好,而且计算结果更加接近实际结果,最后,给出一个工程实例作了证明。
展开▼
