Based on three vertical shear models of soil an approach to calculate the displacements of large diameter cylindrical wall is presented here.
采用三种筒内外土体对筒壁的纵向切力模型,提出了一种计算大直径圆筒挡墙结构变位的方法。
Combined with a project example of a big diameter drilling pole pile, the load-settlement curve and load transfering law of pile and soil FEM are analyzed.
结合某大直径钻孔灌注桩工程实例,分析了桩土模型的荷载-沉降曲线及荷载的传递规律。
The disturbance of soil sample varies according to diameter of sampler.
不同直径的取土器对取样扰动的影响程度不同;
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