冻融作用的英文

• freeze-and-thaw action
• freeze-thaw action
• freeze-thawaction
• unfreezing

• "冻"英文翻译    freeze
• "融"英文翻译    melt; thaw
• "作用"英文翻译    act on; affect
• "冻融作用边界" 英文翻译 :    freeze-thaw boundary
• "反复冻融作用" 英文翻译 :    multigelation
• "金融作用" 英文翻译 :    role of finance
• "熔融作用" 英文翻译 :    anataxis (selective fusion)
• "消融作用" 英文翻译 :    dissipation
• "压融作用" 英文翻译 :    pressure melting
• "分离熔融作用" 英文翻译 :    fractional melting
• "冻融变质作用" 英文翻译 :    melt-freeze metamorphism
• "冻融扰动作用" 英文翻译 :    frost churning
• "冻融" 英文翻译 :    freeze thawing; freeze-thawing; freezing and thawing
• "冻裂搅动 冻融搅动 融冻泥流作用" 英文翻译 :    cryoturbation
• "冻融层" 英文翻译 :    mollisol
• "冻融包裹土" 英文翻译 :    brodelboden
• "冻融保护" 英文翻译 :    freeze-thaw protection
• "冻融滑移" 英文翻译 :    frost shifting
• "冻融交替" 英文翻译 :    alternate freezing and thawing
• "冻融搅动" 英文翻译 :    frost stirring
• "冻融裂解物" 英文翻译 :    freeze thaw lysate; freeze-thaw lysate
• "冻融裂解液" 英文翻译 :    frozen-thaw lysate
• "冻融耐久性" 英文翻译 :    freeze-thaw durability
• "冻融侵蚀" 英文翻译 :    nivation
• "冻融扰动土" 英文翻译 :    frost soil

• Freeze - thaw action
  冻融作用
• Moreover , through the contrast analysis of the microstructure pictures , the maximum dynamic stress of this kind of soil would decline after being frozen and melted
  试验结果显示该层土体经冻融作用后最大动应力有较大削弱，并且随著动荷载频率的加大冻融后的该土体最大动应力降低愈严重。
• In the concrete test cubes damages under freeze thaw cycles , the theory of the frost damages is explained and freeze - thaw test is done . from test results , the thesis analyzes the main reasons of frost damages
  在冻融作用下混凝土试件的损伤部分中，首先阐述了混凝土的冻害机理，然后进行混凝土的抗冻试验，通过试验结果分析影响混凝土抗冻性的主要因素。
• Through lab tests on melted and common dark green silty soil of the passway in shanghai fuxing east road tunnel by using the typical triaxial test machine - ckc , their dynamic stress and stress - strain relations with different frequencies were studied
  摘要以上海复兴东路越江隧道江底旁通道冻结施工中的原状和冻融作用后的暗绿色粉质粘土为研究对象，运用ckc循环三轴仪，采用不同的频率来摸拟行车荷载进行室内动三轴试验。
• The cold resistance and the water permeability resistance of the recycled coarse aggregate concrete were also test . the principle and the influencing factors of the drying shrinkage , the freeze thaw action and the water permeation action of the recycled coarse aggregate concrete were briefly narrated
  还测试了再生粗骨料混凝土的抗冻性和抗渗性，简要叙述了再生粗骨料混凝土干缩变形、冻融作用、渗透作用的机理以及影响因素。
• Following is the factors ideating with the surface of old concrete in different way ( including brushing surface , chiseling surface , cleaving surface ) , adherence agent ( including cement slurry , cement sand slurry , cement slurry with the u expansion agent ) , the freeze - thaw circulation times and air - entraining . as a result , we found that the roughness influence on the adhesion capability of the new on old concrete to a large degree . the larger rougeness is , the larger the splitting tensile strength on the adhension face is . the kind of adhesion agent is also influence on the adherence capability of new on old concrete . the circulation times of freez - thaw have a large influence on the splitting tensile strength of adherence face of new on old concrete . the analysis of tests give some advices to the practical engineering
  主要考察了老混凝土表面不同处理方式(刷毛面，凿毛面，劈裂面) 、界面粘结剂类型(水泥净浆，水泥砂浆， u型膨胀剂水泥浆) 、冻融循环次数等对新老混凝土粘结面劈拉强度的影响，以及冻融作用下新混凝土加气对粘结面劈拉强度的影响。试验结果表明，粗糙度对新老混凝土粘结性能有重要影响，随着粘结面粗糙度的增大，粘结面劈拉强度不断增加；界面粘结剂类型对新老混凝土粘结性能有一定影响，在冻融作用下， u型膨胀剂水泥浆粘结效果不如水泥净浆和水泥砂浆；冻融循环对粘结面劈拉强度有较大影响，加气能明显改善新老混凝土粘结面的抗冻能力。