1)freezing/thawing injury冻融损伤
1.Aim: To investigate the role of ICMA-1 on the surface of vascular endothelial cell(VEC) in freezing/thawing injury of VEC,in order to elucidate the pathogenesis of freezing/thawing injury.目的:探讨血管内皮细胞(VEC)表面细胞间粘附分子-1(ICAM-1)在VEC冻融损伤中的作用,以阐明冻融损伤的发病机制。
英文短句/例句
1.Preliminary Study on Freezing-Thawing Damage Moisture-Heat-Stress Coupled of Soft Rock Mass;软岩体冻融损伤水热力耦合研究初探
2.Dynamic properties of damage for fly ash soil after freeze-thaw cycles动荷载下粉煤灰土冻融损伤特性试验
3.Study on Freeze-thaw Damage Model of Fiber Reinforced Lightweight Aggregate Concrete纤维轻骨料混凝土冻融损伤模型研究
4.Investigation of Freeze-Thaw Damage of Concrete by Artificial Neural Network混凝土冻融损伤特性的神经网络研究
5.Studies on different initial water-saturated red sandstones’ different damaged extension under condition of frost and thaw不同初始饱水状态红砂岩冻融损伤差异性研究
6.Action of salt corrosion and stress concrete freezing-thawing damage and its restrain盐腐蚀与应力作用下混凝土的冻融损伤及抑制
7.Distribution Prediction of Chloride Concentration after the Freeze-thaw Damaged Concrete混凝土冻融损伤后的氯离子浓度分布预测
8.Study on Mechanical Charateristics of Rock at Low Temperature, Damage Due to Freezing and Thawing and Mutiphysical Coupling Problems of Rock in Cold Regions;寒区岩体低温、冻融损伤力学特性及多场耦合研究
9.Experiment Studies and Mechanism Analysis on Different Initial Water-Saturated Red Sandstones under Condition of Frost and Thaw;不同初始含水率红砂岩冻融损伤的试验研究及其机理分析
10.Resharch on Damage and Fracture of Concrete Subjected to Freeze-Thaw-Cycles冻融作用下混凝土的损伤与断裂研究
11.A Study on the damage propagation characteristics of rock under the frost and thaw condition冻融条件下岩石损伤扩展特性研究(英文)
12.INITIAL DISCUSSION ON THE DAMAGE PROPAGATION OF ROCK UNDER THE FROST AND THAW CONDITION冻融循环条件下岩石损伤扩展研究初探
13.Preliminary Study on the Characteristic of Rock Microscopic Damage Based on the Technique of CT Image Processing under the Frost and Thaw Condition;基于CT图像处理的冻融岩石细观损伤特性研究
14.The Preliminary Research of Microdamage Mechanics Characteristics of Rock under the Condition of Freezing and Thawing;冻融条件下岩石细观损伤力学特性研究初探
15.The Damage Model of Concrete under the Alternate Action of Freeze-thaw Damage and Carbonization冻融与碳化交替作用下混凝土损伤模型
16.FREEZ-THAW CYCLE TEST AND A DAMAGE MECHANICS MODEL FOR RECYCLED CONCRETE再生混凝土冻融循环试验与损伤模型研究
17.Effect of Silica Fume on Fracture Damage of Concrete Subjected to Freeze-thaw Cycle硅灰对冻融环境下混凝土断裂损伤的影响
18.Experimental study of fracture damage in concrete subjected to freeze-thaw cycles冻融环境下混凝土的断裂损伤试验研究
相关短句/例句
freezing-thawing damage冻融损伤
1.Preliminary study on moisture-heat-stress couple of soft rock freezing-thawing damage;软岩冻融损伤的水热力耦合研究初探
2.Action of salt corrosion and stress concrete freezing-thawing damage and its restrain盐腐蚀与应力作用下混凝土的冻融损伤及抑制
3)reezing-thawig lnjury冻-融损伤
4)freeze-thaw damage model冻融损伤模型
5)freeze-thaw cycles damage model冻融循环损伤模型
6)cryodamage['krai?,d?mid?]冷冻损伤
1.The Cryodamage to the Further Growth and Cell Numbers in Mice Frozen-thawed Embryos;冷冻损伤对鼠胚发育的影响及形成细胞数
延伸阅读
冻融作用 在寒冷气候下，由于岩土中水冻结和融化等引起的若干作用的总称。包括：①冻结和融化,蒸发和凝结,升华和凝华，即岩土中水的相变；②岩土中水分、盐分和土颗粒的迁移；③土的冻胀和冻土融沉；④土的冻裂等。 随着季节的交替，冻融作用会反复发生。在此过程中，细小土粒和矿物的微裂隙中的水膜的楔开压力也随着发生变化，从而导致细小土粒和矿物的破坏，使粒径变小，这种作用称为冷生水化风化。它不同于通常所说的寒冻风化。后者是由岩石大裂隙和空隙中冰的楔开压力产生的。在非冻土区，石英的最终风化粒径比长石大。但在冻土区，由于冷生水化风化，石英的最终风化粒径(0.05～ 0.01毫米)比长石的最终风化粒径（0.1～0.05毫米）为小。反复冻融时发生的另一种物理－化学作用，是胶体和粘粒凝聚成微集合体，使土的粒径增大。上述两种不同方向的作用形成一个相同的结果，使遭受反复冻融作用的岩土的粉粒含量大为增加。同时，形成一系列特殊的冷生地貌，即冰缘地貌。
