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.

在对土质路基被护机分析基础上,给出了土工格室内草本和木本物根系加筋土体力学模型。

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.

本文结大齐公路施工实例,论述了通车碾压工后沉降期及相应制约因素,综了土质水文、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳途径。