The results of the verifications demonstrated that for the theoretical calculation of the ultimate bearing capacity of layered soils the calculated results by Vesic 's and Meyerhof 's theories were the most approximate to the values measured during the model tests .

其结果表明对于成层土地基基础极限承载力的理论计算，由 魏锡克和迈耶霍夫的理论所得的计算结果与试验测量值最接近。

Based on the spherical cavity expansion solution developed by Vesic ( 1972 ) a model was proposed for the analysis of long piles embedded in sandy soils .

提出了一个基于 球形孔扩张 理论的模型，用于模拟砂性土中长桩的桩 端 变形 性状。