The diversity of temperature is an important factor for tympanites to occur in highway roadbed.

温度差异是高原冻土地区路路基发生翻浆的一个重要因子。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本结合大齐路施工实例,论了合理的通车碾压工后沉降期及相应制约因素,综合了土质、候天等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定的合理途径。