1·The effects of the natural foundation slope, rill material density, and the shape of embankments on the behavior of embankments are analysed.
探讨了天然地基坡度、路堤填筑密度和形状对斜坡上高路堤性态的影响。
2·Triggering and evolution of winter-time natural convection cooling effect in fractured-rock revetment embankments of the Qinghai-Tibet Railway are investigated by means of an air-flow function.
导出适用于变渗透率多孔介质的无量纲控制方程,并针对青藏铁路工程建设,分析了碎石护坡路堤冬季自然对流降温效应的产生和演化过程。