Journal of Jilin University(Earth Science Edition) ›› 2016, Vol. 46 ›› Issue (6): 1808-1814.doi: 10.13278/j.cnki.jjuese.201606204
Previous Articles Next Articles
Chen Baoyi, Yue Tao, Cao Pinlu, Wang Rusheng, Wang Maosen, Bo Kun, Long Xiang, Lu Siyu
CLC Number:
[1] 王瑞华,张亚庭,王普.土壤源热泵中土壤导热系数测定系统设计[J].计算机测量与控制,2008,16(2):171-184. Wang Ruihua, Zhang Yating,Wang Pu. Design of Ground Thermal Conductivity Test System in Ground-Coupled Heat Pump[J]. Computer Measurement & Control, 2008, 16(2):171-184. [2] 皇甫红旺,晋华.含水率对工程常用土导热系数影响的试验研究[J].水电能源学, 2015, 33(12):122-124. Huangpu Hongwang, Jin Hua. Experimental Study of Thermal Conductivity of Common Engineering Soil with Different Water Content[J]. Water Resources and Power, 2015, 33(12):122-124. [3] 周艳,李栋伟.不同因素对盐渍土导热系数影响的敏感性分析[J].煤炭技术, 2016, 35(1):120-122. Zhou Yan, Li Dongwei. Sensitivity Analysis of Different Factors on Thermal Conductivity Coefficient of Effect of Saline Soil[J]. Coal Technology, 2016, 35(1):120-122. [4] Salomone L A, Kovacs W D, Kusuda T. Thermal Pe-rformance of Fine-Grained Soils[J]. Journal of Geotechnical Engineering, 1984, 110(3): 359-374. [5] 徐学祖,王家澄,张立新.冻土物理学[M].北京: 科学出版社,2001. Xu Xuezu, Wang Jiacheng, Zhang Lixin.Frozen Soil Physics[M]. Beijing: Science Press, 2001. [6] 孙庆,曹品鲁,殷琨. 冲击挤密作用下土体变形机理的有限元分析[J].煤田地质与勘探, 2009, 37(2):36-38. Sun Qing, Cao Pinlu, Yin Kun. Finite Element Analysis on Deformation Mechanism of Soils Under Percussion-Compact[J]. Coal Geology & Exploration, 2009, 37(2): 36-38. [7] 张永光. 冲击挤密潜孔锤外表减阻结构优化设计及试验研究[D].长春: 吉林大学, 2011. Zhang Yongguang.Optimum Design and Experimental Research on the External Surface-Drag Reduction Structure of Percussion-Compact DTH Hammer[D]. Changchun: Jilin University, 2011. [8] 卢文阁,郑治川,池景军.冲击回转挤密钻头及钻进方法的研究[J].长春地质学院学报,1997, 27(3):352-358. Lu Wenge, Zheng Zhichuan, Chi Jingjun. The Reseach of Precussion-Rotary Extruding Bit and Its Drilling Method[J]. Journal of Changchun University of Earth Science, 1997, 27(3):352-358. [9] 郑永强. 黄土地基挤密机理与工程应用研究[D].西安: 西安建筑科技大学, 2011. Zheng Yongqiang. The Loess Foundation Compaction Mechanism and Engineering Application Research[D]. Xi'an: Xi'an University of Architecture and Technology, 2011. [10] 宋勇军. 挤密桩挤土效应的理论分析与试验研究[D].西安: 西安建筑科技大学, 2006. Song Yongjun. Theory Analysis and Test Study on the Compaction Effect of Compaction Piles[D]. Xi'an: Xi'an University of Architecture and Technology, 2006. [11] Ingersoll L R, Plass H J. Theory of the Ground Pipe Heat Source for the Heat Pump[J].Ashve Tran sactions,1948, 54:339-348. [12] Carslaw H S, Jaeger J C. Conduction of Heat in So-lids[M]. 2nd ed. London: Oxford University Press, 1959. [13] 高青,余传辉. 地下土壤导热系数简化柱热源模型确定方法[J]. 太阳能学报,2007, 28(12):1042-1046. Gao Qing, Yu Chuanhui. The Simplified Cylindrical Source Model for Determining the Thermal Conductivity Underground Soil[J]. Acta Energiae Solaris Sinica, 2007, 28(12):1042-1046. [14] Kavanaugh S P, Rafferty K. Ground-Source Heat Pu-mps: Design of Geothermal Systems for Commercial and Institutional Buildings[J]. Ashrae Transactions, 1997,98(2):599-606. [15] Liu Jun, Zhang Xu, Gao Jun, et al. Evaluation of Heat Exchange Rate of GHE in Geothermal Heat Pump Systems[J]. Renewable Energy,2009,34:2898-2904. [16] Yang Weibo, Shi Mingheng, Liu Guangyuan, et al. A Two-Region Simulation Model of Vertical U-Tube Ground Heat Exchanger and Its Experimental Verification[J]. Applied Energy,2009, 86: 2005-2012. [17] Ismael R,Maestre F. Javier González Gallero. Per-formance Assessment of a Simplified Hybrid Model for a Verticalground Heat Exchanger[J]. Energy and Buildings, 2013, 66:437-444. |
[1] | Liu Chunlei, Wang Guiling, Wang Wanli, Lin Wenjing. Analysis of Soil Thermal Properties with In-Situ Thermal Response Test Method [J]. Journal of Jilin University(Earth Science Edition), 2014, 44(5): 1602-1608. |
|