土质的

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.

在对土质路基边坡植被护坡机分析的基础上,给出了土工格室和木植物根系加筋土体的力学模型。

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.

文结合大齐公路施工实例,论述了合的通车碾压工后沉降期及相应制约因,综合了土质水文、气候天气等制约因,找路基自重外荷载作用,使路基达到最终稳定的合途径。