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| Applicability evaluation of cast-in-place bored pile in permafrost regions based on a temperature-tracking concrete hydration model 期刊论文 Applied Thermal Engineering, 2019, 卷号: 149 作者: Gao Q.; Wen Z.; Ming F.; Liu J.; Zhang M.; Wei Y.
![](/themes/default/image/downing1.png) 收藏  |  浏览/下载:8/0  |  提交时间:2019/09/30 |
| Experimental study on thermal performance of quicklime (CaO) energy pile aimed to thaw the warm permafrost ground 期刊论文 Applied Thermal Engineering, 2019, 卷号: 156 作者: Liu W.; Chen L.; Yu W.; Lu Y.; Yu F.; Hu D.
![](/themes/default/image/downing1.png) 收藏  |  浏览/下载:8/0  |  提交时间:2019/09/30 |
| Thermal accumulation mechanism of asphalt pavement in permafrost regions of the Qinghai–Tibet Plateau 期刊论文 Applied Thermal Engineering, 2018, 卷号: 129 作者: Zhang Z.; Wu Q.; Liu Y.; Zhang Z.; Wu G.
![](/themes/default/image/downing1.png) 收藏  |  浏览/下载:6/0  |  提交时间:2019/09/30 |
| Numerical simulation on the performance of thermosyphon adopted to mitigate thaw settlement of embankment in sandy permafrost zone 期刊论文 Applied Thermal Engineering, 2018, 卷号: 128 作者: Chen L.; Yu W.; Lu Y.; Liu W.
![](/themes/default/image/downing1.png) 收藏  |  浏览/下载:0/0  |  提交时间:2019/09/30 |
| A novel refrigerant system to reduce refreezing time of cast-in-place pile foundation in permafrost regions 期刊论文 Applied Thermal Engineering, 2018, 卷号: 128 作者: Shang Y.; Niu F.; Wu X.; Liu M.
![](/themes/default/image/downing1.png) 收藏  |  浏览/下载:21/0  |  提交时间:2019/09/30 |
| Characteristics of water and heat changes in near-surface layers under influence of engineering interface 期刊论文 Applied Thermal Engineering, 2017, 卷号: 125 作者: Zhang Z.; Wu Q.; Liu Y.; Gao S.
![](/themes/default/image/downing1.png) 收藏  |  浏览/下载:3/0  |  提交时间:2019/09/30 |
| Crack formation of a highway embankment installed with two-phase closed thermosyphons in permafrost regions: Field experiment and geothermal modelling 期刊论文 Applied Thermal Engineering, 2017, 卷号: 115 作者: Yu F.; Zhang M.; Lai Y.; Liu Y.; Qi J.; Yao X.
![](/themes/default/image/downing1.png) 收藏  |  浏览/下载:3/0  |  提交时间:2019/09/30 |