[1] BS EN 14620-2006, Design and Manufacture of Site Built, Vertical, Cylindrical, Flat-Bottomed Steel Tanks for the Storage of Refrigerated, Liquefied Gases with Operating Temperatures Between 0℃ and -165℃[S]. [2] Huang Dahai, Gu Yi. Experimental study on bond-slip behavior of reinforcement in concrete under low temperatures[J]. Building Science, 2007, 23(9): 51-54. [黄达海, 辜熠. 低温下混凝土中钢筋锚固性能的试验研究[J]. 建筑科学, 2007, 23(9): 51-54.] [3] Li Huijie, Xie Jian. Bonding properties between reinforcement and concrete at cryogenic temperatures[J]. Engineering Mechanics, 2011, 28(S1): 80-84. [李会杰, 谢剑. 超低温环境下钢筋与混凝土的粘结性能[J]. 工程力学, 2011, 28(S1): 80-84.] [4] Vander V C. Bond Stress-Slip Relationship at Very Low Temperature. Part I: Experimental Results[R]. Delft, The Netherlands: Delft University of Technology, 1987. [5] Vandewalle L. Bond between a reinforcement bar and concrete at normal and cryogenic temperatures[J]. Journal of Materials Science Letters, 1989, 8: 147-149. [6] Takashi M, Akira T H. Experimental research on bonding behavior of reinforced concrete at extremely-low temperatures[C]//Proceedings of the 3rd Concrete Engineering Bulletin. [S.l.]: [s.n.], 1981: 253-256. [三浦尚, 長谷川明巧. 極低温下のおける鉄筋の重ね継ぎ手強度に関する研究[C]//第3回コンクリート工学年次講演會講演論文集. [S.l.]: [s.n.], 1981: 253-256.] [7] Dahmanl L, Khenane A, Kaci S. Behavior of the reinforced co-ncrete at cryogenic temperatures[J]. Cryogenics, 2007, 47: 517-525. [8] Miura T. The properties of concrete at very low temperatures[J]. Materials and Structures, 1989, 22: 243-254. [9] Xie Jian, Li Huijie. Experimental study on bond properties between reinforcement and concrete at low temperatures[J]. China Civil Engineering Journal, 2012, 45(10): 31-40. [谢剑, 李会杰. 低温下钢筋与混凝土粘结性能的试验研究[J]. 土木工程学报, 2012, 45(10): 31-40.] [10] Xie Jian, Wang Chuanxing, Li Huijie. Experimental study on the curve of the temperature reduction and comeback in concrete[J]. Low Temperature Architecture Technology, 2009, 32(3): 1-3. [谢剑, 王传星, 李会杰. 超低温混凝土降温回温曲线的试验研究[J]. 低温建筑技术, 2009, 32(3): 1-3.] [11] Xu Youlin, Shen Wendu, Wang Hong. An experimental study of bond-anchorage properties of bars in concrete[J]. Journal of Building Structures, 1994, 15(3): 26-28. [徐有邻, 沈文都, 汪洪. 钢筋混凝土粘结锚固性能的试验研究[J]. 建筑结构学报, 1994, 15(3): 26-28.] [12] Ding Yongjian, Liu Shiyin, Liu Fengjing, et al. Advancement of cold-region hydrology studies over the last two decades in China: In memorial of outstanding cold-region hydrologist, Dr. Ye Baisheng, for his scientific achievements and innovative contributions[J]. Journal of Glaciology and Geocryology, 2012, 34(5): 1009-1022. [丁永建, 刘时银, 刘凤景, 等. 中国寒区水文学研究的新阶段: 记我国杰出寒区水文学家叶柏生研究员的创新与贡献[J]. 冰川冻土, 2012, 34(5): 1009-1022.] [13] Wang Jianping, Liu Xiaomin, Chen Honglei. Freezing large shaft design of about one kilometer deep[J]. Journal of Glaciology and Geocryology, 2012, 34(6): 1358-1363. [王建平, 刘晓敏, 陈红蕾. 深大井筒近千米冻结设计的探讨[J]. 冰川冻土, 2012, 34(6): 1358-1363.] [14] He Weiwei, Sheng Yu. Numerical analyses of thermal effect of ventilation on the surrounding rock of shaft in permafrost regions (I): Airflow temperature varying in an intake shaft[J]. Journal of Glaciology and Geocryology, 2013, 35(1): 177-185. [何维维, 盛煜. 矿井通风对多年冻土井筒围岩热影响的数值分析(I): 入风井筒风温的变化规律[J]. 冰川冻土, 2013, 35(1): 177-185.] [15] Geng Ke. Impacts of freeze-thaw cycle on frost heaving forces on tunnel structures in cold regions[J]. Journal of Glaciology and Geocryology, 2013, 35(4): 913-919. [耿珂. 冻融循环对寒区隧道结构冻胀力的影响[J]. 冰川冻土, 2013, 35(4): 913-919.] |