1) frost heaving of foundation
地基冻胀
1.
Analysis of the defects of brick masonry caused by temperature deformation and frost heaving of foundation;
砌体因温度变形及地基冻胀引起的缺陷分析
2) soil freezed expansion
地基土冻胀
1.
Based on the cracks inspection of foundation walls in a brick-concrete structure construction, the causes of cracking was analyzed, and it resulted from the soil freezed expansion, the unclosed reinforced concrete circle beam and the shrinkage of materials of foundation and walls etc.
为此,对其基础墙裂缝的性状进行了全面检测,分析了其裂缝成因,最终确定了产生裂缝的原因是地基土冻胀、施工中钢筋混凝土圈梁不闭合、基础及墙体材料收缩等共同作用的结果。
3) frost hesving force
地基冻胀力
4) subgrade frost heaving
路基冻胀
1.
On the basis of the data of subgrade frost heaving observation in Chang-Yu freeway from 2000 to 2002 years,this paper analyzes the factors of temperature,water,soil and subgrade type which influence the subgrade frost heaving.
根据2000—2002年间对吉林省长余高速公路路基冻胀观测所获得的资料,分别分析了温度、水分、土质、路基类型等因素对路基冻胀的影响。
2.
On the basis of the data of subgrade frost heaving observation of Chang Yu Expressway during the year 2000 to 2002, the characteristics of deformation and damage of pavements by frost heaving are described, the factors which influence the frost heaving analyzed and the .
根据 2 0 0 0～ 2 0 0 2年间对吉林省长余高速公路路基冻胀观测所获得的资料 ,描述了冻胀引起的路面变形破坏特征 ,对影响冻胀的因素进行了分析 ,并阐明了路基冻胀量沿冻深的分布状况。
5) subgrade frost
土基冻胀
补充资料：冻人
1.受冻之民。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条