1.
Fuzzy Analysis of Time-variant Reliability of Concrete Structures under Freezing-thawing Alternative Action;
混凝土结构冻融破坏模糊时变可靠性分析
2.
Mechanic analysis on the failure of bond behavior between concrete and steel bar when suffered from frost injury
钢筋与混凝土黏结性能冻融破坏的力学分析
3.
Reliability Analysis of Steel Bar Corrosion and Freezing-Thawing of Concrete in RC Structures
钢筋锈蚀和混凝土冻融破坏的可靠性分析及防范措施
4.
Multiaxial Failure Criterion of Concrete in Freeze-Thaw Cycling Environment;
冻融环境下普通混凝土的多轴破坏准则
5.
Analysis indicates that the freezing-thawing is most important to failure of microstructure of soil; the second is slow-soaking.
分析表明冻融对土的微结构破坏最为严重，其次是慢浸。
6.
To damage, kill, or make inoperative by cold or by the formation of ice.
冻坏，冻死，冻僵通过寒冷或冰的形成而引起破坏、冻死或使不起作用
7.
Mechanics Models of Frost-Heaving and the Research of Anti-Frost Heave Structure for Lining Canal
渠道衬砌冻胀破坏力学模型及防冻胀结构研究
8.
an instrument for destroying tissue by freezing it.
通过冷冻破坏组织的装置。
9.
application of a substance that destroys tissue by freezing it.
采用冷冻的方法来破坏组织细胞。
10.
Establishment and Application of Mechanics Models of Frost Heaving Damage of Concrete Lining Open Canal;
砼衬砌渠道冻胀破坏力学模型及应用
11.
The Numerical Simulations and Experiment Investigation of Nonlinear Fracture Failure Process of Frozen Soil;
冻土非线性断裂破坏的数值模拟与实验研究
12.
Application Study on Fracture Failure Criterion and Parameter Measurement of Frozen Soil;
冻土断裂破坏准则与参数测试及其应用研究
13.
Study of cold damages on lining structure and prevention measurement in cold regional tunnels
寒区隧道衬砌结构冻胀破坏分析及防治措施
14.
Supplementary Provisions on Cracking Down on the Crime of Killing Rare and Endangered Wildlife That are Selectively Under the State's Protection
关于惩治破坏金融秩序犯罪的决定
15.
The nature of the soil is the main factor determining the heaving charactor, therefore if the heaving soil were displaced with non-heaving soil, such as sand or gravel the retaining wall be protected.
在一定条件下将挡土墙后冻胀土换填成非冻胀土，则可达到防治墙体冻胀破坏目的。
16.
Therefore, the research conduces to further understand damage process and mathematical property of frozen soil.
因此,该研究有助于进一步认识冻土的损伤破坏过程和力学性质。
17.
This location should also facilitate testing and servicing, and protect against freezing and vandalism.
这个位置也要便于检测和维修，并且能够防止冰冻和人为破坏。
18.
Establishment of Mechanics Models and Numerical Stimulation of Frost Heaving Damage of U-Shape Canal with Concrete Lining;
大U形混凝土衬砌渠道冻胀破坏力学模型及数值模拟