1) surface amount of frost heaving
地表冻胀量
1.
The effect of surface amount of frost heaving on normal frost heave force in the new edition of《Design Specifications of Hydraulic Structures Against Ice and Freezing Action》(DL/T5082-1998) was discussed.
讨论了新出版的《水工建筑物抗冰冻设计规范》(DL/T5 0 82 - 1998) (98版 )中的地表冻胀量对法向冻胀力影响的问题 。
2) 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
4) 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。
5) frost hesving force
地基冻胀力
6) layering frost heave
分层冻胀量
1.
With the observation of the layering frost heave of the local frozen soil,the relations of frost heave,melt and time are obtained .
通过对当地土质进行分层冻胀量的观测,得出了不同埋深处冻胀量、冻深与时间的关系,并以此来严格控制试样制作及试验时的温度,以保证试验时试样的温度变化与实际相同深度冻土层温度变化一致。
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