| 1. | Annually frozen layer
年冻结层 |
| 2. | The molten layer at specified time result is generated from a 3d cooling analysis and shows the percentage of polymer that has not frozen at the time specified . this result is the inverse of the 3d frozen layer result
熔融层比例? 3d冷却分析时特定时间的未凝固材料层所占的比例，与凝固层比例的结果是相对应的。 |
| 3. | The results shows that temperature in the porous dried layer varies - as a exponential discipline whose changing scope is determined by the mass flux and a linear distribution in temperature exists across the frozen layer
结果表明，多孔干燥层温度按指数规律变化，变化幅度取决于水汽流率，冻结层温度按线性分布，预测冻干时间与实际结果相符。 |
| 4. | The seismic responses of the pier with shallow foundation on the sites are studied using ansys software , and the computing results with or without the frozen layer under two boundaries are analyzed and compared
摘要利用ansys软件，对类场地上的挖井基础桥墩在两种边界条件下的冻土和融土的地震反应进行了计算，并对结果进行了分析和比较。 |
| 5. | The results indicate that the seismic responses of pier under the viscous - spring boundary are less than that under the fixed boundary , and the seismic responses of pier on the site with the frozen layer are much less than that without the frozen layer
结果表明类场地上的挖井基础桥墩，来用粘弹性边界时的桥墩地震反应比固定边界时的地震反应小；冻土时的地震反应比融土时的地震反应明显减小。 |
