Journal of shanghai Jiaotong University (Science) ›› 2013, Vol. 18 ›› Issue (6): 706-711.doi: 10.1007/s12204-013-1453-7
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HU Xiang-dong* (胡向东), ZHANG Luo-yu (张洛瑜)
Online:
2013-12-31
Published:
2013-12-18
Contact:
HU Xiang-dong (胡向东)
E-mail:anton.geotech@tongji.edu.cn
CLC Number:
HU Xiang-dong* (胡向东), ZHANG Luo-yu (张洛瑜). Analytical Solution to Steady-State Temperature Field of Two Freezing Pipes with Different Temperatures[J]. Journal of shanghai Jiaotong University (Science), 2013, 18(6): 706-711.
[1] Trupak N G. Ground freezing in shaft sinking [M].Moscow: Coaltechpress, 1954 (in Russian). [2] Bakholdin B V. Selection of optimal ground freezing mode for construction purposes [M]. Moscow: Stateconstructpress,1963 (in Russian). [3] Sanger F J, Sayles F H. Thermal and rheological computations for artificially frozen ground construction[J]. Engineering Geology, 1979, 13: 311-337. [4] Tobe N, Akimoto O. Temperature distribution formula in frozen soil and its application [J]. Refrigeration,1979, 54(622): 665-673 (in Japanese). [5] Hu X D. Average temperature model of double-rowpipe frozen soil wall by equivalent trapezoid method[C]//The 2nd International ISCM Symposium and the 12th International EPMESC Conference. New York:American Institute of Physics, 2010: 1333-1338. [6] Hu Xiang-dong, Huang Feng, Bai Nan. Models of artificial frozen temperature field considering soil freezing point [J]. Journal of China University of Mining & Technology, 2008, 37(4): 550-555 (in Chinese). [7] Hu Xiang-dong, Bai Nan, Yu Feng. Analysis of Trupak and Bakholdin formulas for temperature field of single-row-pipe frozen soil wall [J]. Journal of Tongji University: Natural Science, 2008, 36(7): 906-910 (in Chinese). [8] Hu Xiang-dong, Wang Yang. Analytical solution of three-row-piped frozen temperature field by means of superposition of potential [J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(5): 1071-1080(in Chinese). |
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