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.

在对土质路基边植被护分析的基础上,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,论述了合的通车碾压工后沉降期及相因素,综合了土质水文、气候天气等因素,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.

在对土质路基边坡植被护坡机理分析基础上,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期及相应制约,综合了土质水文、气候天气等制约,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,了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,论述了合理的通车碾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,论述合理的通工后沉降期及相应制约因素,综合质水文、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。

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.

本文结大齐公路施工实,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,使路基达到最终稳定途径。

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基础上,给出了土工格室内草和木植物根系加筋土体。

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.

结合大齐公路施工实例,论述了合理通车碾压工后沉降期及相应制约因素,综合了土质水、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。