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1)  Freezing engineering
冻结工程
1.
The paper introduced the technique and effect of long-term upkeep freezing for some coal mine airshaft,which taken 104 days to be long-term upkeep freezed,it could be used for the analogous shaft freezing engineering-references.
某矿风井井简长期维护冻结工程历时104d,本文介绍了长期维护冻结所采取的措施及收到的效果,可供类似井筒冻结工程参考。
2.
The paper gives some suggestion of optimized energy saving design of freezing work and construction control on energy saving in freezing engineering.
本文从冻结站节能优化设计、施工管理控制等方面探讨冻结工程节能降耗的几点看法与认识。
2)  artificial freezing engineering
人工冻结工程
1.
According to the artificial freezing engineering practice in deep alluvium and simulation tests, it is found that there exists an obvious difference between the mechanics of frozen soil for shallow alluvium and the mechanics of frozen soil for deep alluvium.
在人工冻结工程的实践和模拟试验的基础上,提出不同于常规“冻土力学”(暂称“浅土冻土力学”)的“深土冻土力学”概念。
3)  freezing process
冻结过程
1.
Numerical simulation and experimental study on the freezing process of cucumber;
黄瓜片冻结过程的数值计算及实验研究
2.
Numerical simulation of temperature variation during freezing process in porous media;
多孔介质冻结过程中温度变化的数值模拟
3.
Computer simulation of phase-change interface movement and heat transfer in freezing process;
冻结过程中相变界面移动及传热的计算机模拟
4)  Freezing technics
冻结工艺
1.
Using slow freezing and liquid nitrogen quick freezer by the fashion of spray and flowed state,the Pleurotus ferulate varnebrodensis lenzi freezing technics was studied through analyzing the freezing curve at different temperature,freezing speed and rate of juice leakage.
采用喷雾式流态化液氮速冻及缓冻,研究了在不同的冻结工艺条件下白灵菇的冻结温度曲线及冻结速度与汁液流失率之间的关系等。
5)  artificial frozen
人工冻结
1.
Mechanical performance study of three kinds of typical artificial frozen clay shows that of calcic-clay is the worst.
对淮南矿区3种典型人工冻结粘土力学特性的研究表明:钙质粘土力学性能最差;冻结粘土的单轴强度、变形模量和蠕变强度均随温度降低而增加,特别是当冻土温度低于-10℃时,冻结粘土强度随温度降低而剧烈增加,但温度的变化对泊松比影响较小,蠕变状态方程可用形如ε=A(T)σBtC的幂函数表示;在没有补给水源的情况下,其冻胀力可达0。
6)  artificial ground freezing
人工冻结
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