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。
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。
声明:以上例句、词性类均由互联网资源自动生成,部
未经过人工审核,其表达内容亦不代表本软件
观点;若发现问题,欢迎向我们指正。
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。
:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人工审核,其表达容亦不代表本软件的观点;若发现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资源自动成,部分未经过人工审核,其表达内容亦不代表本软件的观点;若
现问题,欢迎向我们指正。
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。
声明:以上例句、词性分类均由互联网资源自动生成,部分未经过人审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。