The law of annual variations of frozendepth and the charateristics of water moving to freezing interface were analyzed.
同时亦对影响土壤冻结深度的温度因子做了探讨。
2
Using the finite differential method we calculate the temperature field and frozendepth of pavement proper when the road is freezing by degrees with moisture migration.
采用有限差分方法,完成了土基冻结逐渐进行且伴随有湿迁移的路面体温度场的计算和冻结深度的确定。
3
While meeting the requirement of the minimum depth of the overlaying soil and the frozendepth, the cross-reverse fault pipeline is appropriate to be buried in shallow soil.