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公路路基发生翻浆一个重要因子。

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.

在对土质路基边坡植被护坡机理基础上,给出了土工格室内草本和木本植物根系加筋土体力学型。

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.

本文结合大齐公路施工实例,论述了合理通车碾压工后沉降应制约因素,综合了土质水文、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定合理途径。

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.

在对土质路基边坡植被护坡机理分析的基础上,给出了土工格室内草本和木本植物根系加筋土体的力学型。

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.

本文结合大齐公路施工实例,论述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合理途。

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公路路基发生翻浆的一个重要子。

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.

在对土质路基边植被理分析的基础上,给出了土工格室内草本和木本植物根系加筋土体的力学型。

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.

本文结合大齐公路施工实例,论述了合理的通车碾压工后沉降期及相应素,综合了土质水文、气候天气等素,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。

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.

在对土质路基被护机理分析的基础上,给出土工格室内草本和木本物根系加筋土体的力学型。

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.

本文结大齐公路施工实例,论述理的通车碾压工后沉降期及相应制约因素,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,使路基达到最终稳定的理途径。

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公路路基发生翻浆的一个子。

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.

在对土质路基边坡植被护坡机理分析的基础上,给出了土工格室内草本和木本植物根系加筋土体的力学型。

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.

本文结合大齐公路施工实例,论述了合理的通车碾压工后沉降期及相应约素,综合了土质水文、候天约素,以寻找路基自外荷载作用,使路基达到最终稳定的合理途径。

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.

在对路坡植被护坡机理分析的础上,给出工格室内草本和木本植物根系加筋体的力学型。

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.

本文结合大齐公路施工实例,论述合理的通车碾压工后沉降期及相应制约因素,综合水文、气候天气等制约因素,以寻找路自重外荷载作用,使路达到最终稳定的合理途径。

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.

在对土质路基边坡植被护坡机分析的基础上,给出土工格本和木本植物根系加筋土体的力学型。

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.

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

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公路路基浆的一个重要因子。

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.

在对土质路基边坡植被护坡机理分析的基础上,给出了土工格室内草本和木本植物根系加筋土体的力学型。

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.

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

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.

在对土质路基边坡植被护坡机理分析的基础上,土格室内草本和木本植物根系加筋土体的力学型。

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.

本文结合大齐公路施实例,论述合理的通车后沉降期及相应制约因素,综合土质水文、气候天气等制约因素,以寻找路基自重外荷载作用,使路基达到最终稳定的合理途径。