路基

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

温度差异是高原冻地区公路路基发生翻浆的一个重要因子。

Based on the study of the mechanism of biotechnical slope protection,mechanical model were developed in the condition of surface soil reinforced with herb-root in geo-grid.

在对质路基边坡植被护坡机理分析的基础上,给出了工格室内草本和木本植物根系加的力学型。

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.

本文齐公路施工实例,论述了理的通车碾压工后沉降期及相应制约因素,综了质水文、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定的理途径。