[1] MA W. Review and prospect of the studies of ground freezing technology in China[J]. Journal of Glaciology and Geocryology, 2001, 23(3): 218-224.
[2] 马魏,王大雁.中国冻土力学研究50年回顾与展望[J].岩土工程学报,2012, 34(4): 625-640.
MA Wei, WANG Da-yan. Studies on frozen soil mechanics in China in past 50 years and their prospect[J]. China Journal of Geotechnical Engineering, 2012, 34(4): 625-640.
[3] 陈瑞杰,程国栋,李述训,等.人工地层冻结应用研究进展和展望[J].岩土工程学报,2000, 22(1): 40-44.
CHEN Rui-jie, CHENG Guo-dong, LI Shu-xun, et al. Development and prospect of research on application of artificial ground freezing[J]. China Journal of Geotechnical Engineering, 2000, 22(1): 40-44.
[4] LAI Y M, ZHANG X F, YU W B, et al. Three-dimensional nonlinear analysis for the coupled problem of the heat transfer of the surrounding rock and the heat convection between the air and the surrounding rock in cold-region tunnel[J]. Tunnelling and Underground Space Technology, 2005, 20(4): 323-332.
[5] HOLDEN J T. Improved thermal computations for artificially frozen shaft excavations[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 1997, 123(8): 696-701.
[6] LACKNER R, AMON A, LAGGER H. Artificial ground freezing of fully saturated soil: thermal problem[J]. Journal of Engineering Mechanics, ASCE, 2005, 131(2): 211-220.
[7] LACKNER R, PICHLER C, KLOIBER A. Artificial ground freezing of fully saturated soil: viscoelastic behavior[J]. Journal of Engineering Mechanics, ASCE, 2008, 134(1): 1-11.
[8] ZHANG X F, LAI Y M, YU W B, et al. Non-linear analysis for the freezing-thawing situation of the rock surrounding the tunnel in cold regions under the conditions of different construction seasons, initial temperatures and insulations[J]. Tunnelling and Underground Space Technology, 2002, 17(3): 315-325.
[9] LI S Y, LAI Y M, ZHANG M Y, et al. Minimum ground pre-freezing time before excavation of Guangzhou subway tunnel[J]. Cold Regions Science and Technology, 2006, 46(3): 181-191.
[10] YANG P, KE J M, WANG J G, et al. Numerical simulation of frost heave with coupled water freezing, temperature and stress fields in tunnel excavation[J]. Computers and Geotechnics, 2006, 33(6/7): 330-340.
[11] 周晓敏,王梦恕,陶龙光,等.北京地铁隧道水平冻结和暗挖施工模型试验与实测研究[J].岩土工程学报, 2003, 25(6): 676-679.
ZHOU Xiao-min, WANG Meng-shu, TAO Long-guang, et al. Model test and prototype observation on artificial ground freezing and tunneling of Beijing subway[J]. China Journal of Geotechnical Engineering, 2003, 25(6): 676-679.
[12] PIMENTEL E, SRES A, ANAGNOSTOU G. Large-scale laboratory tests on artificial ground freezing under seepage-flow conditions[J]. Geotechnique, 2012, 62(3): 227-241.
[13] 岳丰田,仇培云,杨国祥,等.复杂条件下隧道联络通道冻结施工设计与实践[J].岩土工程学报,2006,28(5): 660-663.
YUE Feng-tian, QIU Pei-yun, YANG Guo-xiang, et al. Design and practice of freezing method applied to connected aisle in tunnel under complex conditions[J]. China Journal of Geotechnical Engineering, 2006, 28(5): 660-663.
[14] OU C Y, KAO C C, CHEN C I. Performance and analysis of artificial ground freezing in the shield tunneling[J]. Journal of GeoEngineerin, 2009, 4(1): 29-40.
[15] PIMENTEL E, PAPAKONSTANTINOU S, ANAGNOSTOU G. Numerical interpretation of temperature distributions from three ground freezing applications in urban tunnelling[J]. Tunnelling and Underground Space Technology, 2012, 28(2): 57-69.
[16] 崔广心,杨维好.冻结管受力的模拟试验研究[J].中国矿业大学学报,1990,19(2): 57-65.
[17] 胡向东,刘瑞锋.基于“一线总线”的冻结法温度监测系统[J].地下空间与工程学报,2007, 3(5): 937-940.
HU Xiangdong, LIU Rui-feng. Temperature monitoring system for freezing method based on “1-wire bus”[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(5): 937-940.
[18] BETZ D C, STAUDIGEL L, TRUTZEL M N, et al. Structural monitoring using fiber-optic Bragg grating sensors[J]. Structural Health Monitoring, 2003, 2(2): 145-152.
[19] 姜德生,陈大雄,梁磊.光纤光栅传感器在建筑结构加固检测中的应用研究[J].土木工程学报,2004, 37(5): 50-53.
JIANG De-sheng, CHEN Da-xiong, LIANG Lei. Study on application of FBG sensor for structure reinforcement monitoring[J]. China Civil Engineering Journal, 2010, 37(5): 50-53.
[20] 丁勇,施斌,崔何亮,等.光纤传感网络在边坡稳定监测中的应用研究[J].岩土工程学报,2005, 27(3): 338-342.
DING Yong, SHI Bin, CUI He-liang, et al. A fiber optic sensing net applied in slope monitoring based on Brillouin scattering[J]. China Journal of Geotechnical Engineering, 2005, 27(3): 338-342.
[21] 朱鸿鹄, 殷建华, 靳伟, 等. 基于光纤光栅传感技术的地基基础健康监测研究[J]. 土木工程学报, 2010, 43(6): 109-115.
ZHU Hong-hu, YIN Jian-hua, JIN Wei, et al. Health monitoring of foundations using fiber Bragg grating sensing technology[J]. China Civil Engineering Journal, 2010, 43(6): 109-115.
[22] 周智, 何建平, 吴源华. 土木结构的光纤光栅与布里渊共线测试技术[J].土木工程学报, 2010, 43(3): 111-118.
ZHOU Zhi, HE Jian-ping, WU Yuan-hua, et al. Measurement technique based on the FBG-BOTDA(R) for infrastructures[J]. China Civil Engineering Journal, 2010, 43(3): 111-118.
[23] LOPEZ-HIGUERA J M, COBO L R, INCERA A Q, et al. Fiber optic sensors in structural health monitoring[J]. Journal of Lightwave Technology, 2011, 29(4): 587-608.
[24] 殷建华.从本构模型研究到试验和光纤监测技术研发[J].岩土工程学报,2011,33(1): 1-15.
YIN Jian-hua. From constitutive modeling to development of laboratory testing and optical fiber sensor monitoring technologies[J]. China Journal of Geotechnical Engineering, 2011, 33(1): 1-15.
[25] 张巍,施斌,索文宾,等.冻土瞬态温度场的分布式光纤监测方法及应用[J].岩土工程学报,2007, 29(5): 723-728.
ZHANG Wei, SHI Bin, SUO Wen-bin, et al. Monitoring and application of distributed optical fiber sensors in transient temperature field of frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 723-728.
[26] LOPEZ-HIGUERA J M. Handbook of optical fibre sensing technology[M]. New York: Wiley, 2002.
[27] NARASIMHAN S V, BASUMALLICK N, VEENA S. Introduction to wavelet transform: a signal processing approach[M]. Oxford: Alpha Science International, 2012. |