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Research on Performance of Ground-Source Heat Pump Double U Underground Pipe Heat Exchange 被引量:1
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作者 Youyin Jing Jing Hou Peng Yang 《Open Journal of Modelling and Simulation》 2013年第1期1-6,共6页
This paper uses FLUENT software building the three-dimensional unsteady state model of ground source heat pump single U and double U underground pipe to study on heat exchange of underground pipe system in the conditi... This paper uses FLUENT software building the three-dimensional unsteady state model of ground source heat pump single U and double U underground pipe to study on heat exchange of underground pipe system in the condition of unsteady state long-term continuous running, analyzes the change of soil temperature filed around underground pipe and performance of underground pipe heat exchange between single U and double U pipe system. The results show that double U pipe system is better than single U system, which can improve unit depth heat exchange efficiency, reduce the number of wells and reduce the initial investment. 展开更多
关键词 Ground-Source HEAT PUMP DOUBLE U UNDERGROUND PIPE HEAT Exchange Soil Temperature Field
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The Settlement Characteristic of Underground Urban Complex in Shanghai 被引量:4
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作者 贾坚 王建华 +2 位作者 楼晓明 谢小林 刘传平 《Journal of Shanghai Jiaotong university(Science)》 EI 2009年第3期365-370,共6页
The effects of excavation unloading, construction reloading and underground water on basal heave of excavation projects were presented and analyzed based on the measurement results of an underground urban complex whic... The effects of excavation unloading, construction reloading and underground water on basal heave of excavation projects were presented and analyzed based on the measurement results of an underground urban complex which was located in Shanghai. The effects on water pressure and building settlements were analyzed as well. The numerical analyses by finite element method (FEM) were conducted. It showed that the soil under the excavation base continued to heave during the following certain construction stage. It also found that the bearing capacity of uplift piles which supported the buildings affected the structure quality significantly. The conclusions can be applied in future projects. 展开更多
关键词 地下城市 沉降特征 上海 复合 开挖卸荷 开挖工程 有限元法 数值分析
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