[1] 钱鸣高,石平五. 矿山压力与岩层控制[M]. 徐州:中国矿业大学出版社,2003:176–196.(QIAN Minggao,SHI Pingwu. Ground pressure and stratum control[M]. Xuzhou:China University of Mining and Technology Press,2003:176–196.(in Chinese))
[2] 鞠金峰,许家林,王庆雄. 大采高采场关键层“悬臂梁”结构运动型式及对矿压的影响[J]. 煤炭学报,2011,36(12):2 115–2 120.(JU Jinfeng,XU Jialin,WANG Qingxiong. Cantilever structure moving type of key strata and its influence on ground pressure in large mining height workface[J]. Journal of China Coal Society,2011,36(12):2 115–2 120.(in Chinese))
[3] 王双明,黄庆享,范立明,等. 生态脆弱矿区含(隔)水层特征及保水开采分区研究[J]. 煤炭学报,2010,35(1):7–14.(WANG Shuangming,HUANG Qingxiang,FAN Liming,et al. Study on overburden aquclude and water protection mining regionazation in the ecological fragile mining area[J]. Journal of China Coal Society,2010,35(1):7–14.(in Chinese))
[4] 薛东杰,周宏伟,任伟光,等. 基于Steiner最小树相似模拟裂纹扩展与能量传播的机制[J]. 煤炭学报,2015,40(3):541–547.(XUE Dongjie,ZHOU Hongwei,REN Weiguang,et al. Physical modeling on mining-induced energy release of crack propagation in overlying strata based on Steiner Minimum Tree Problem[J]. Journal of China Coal Society,2015,40(3):541–547.(in Chinese))
[5] 孔宪京,刘福海,刘 君. 地震作用下面板堆石坝板错台模型试验研究[J]. 岩土工程学报,2012,34(2):258–267.(KONG Xianjing,LIU Fuhai,LIU Jun. Shaking table model tests on face-slab dislocation of concrete faced rock-fill dams under earthquakes[J]. Chinese Journal of Geotechnical Engineering,2012,34(2):258–267.(in Chinese))
[6] 朱鸿鹄,殷建华,张 林,等. 大坝模型试验的光纤传感变形监测[J]. 岩石力学与工程学报,2008,27(6):1 188–1 194.(ZHU Honghu,YIN Jianhua,ZHANG Lin,et al. Deformation monitoring of dam model test by optical fiber sensors[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(6):1 188–1 194.(in Chinese))
[7] 李 勇,杨 强,朱维申,等. 静态电阻与光纤应变测试技术在岩土地质力学模型试验中的应用[J]. 山东大学学报:工学版,2009,39(3):129–134.(LI Yong,YANG Qiang,ZHU Weishen,et al. The strain measurement techniques based on the static resistive strain gauge and optical fiber strain sensor and their applications in geo-mechanical model tests[J]. Journal of Shandong University:Engineering Science,2009,39(3):129–134.(in Chinese))
[8] 朱鸿鹄,施 斌. 地质和岩土工程光电传感监测研究进展及趋势——第五届OSMG国际论坛综述[J]. 工程地质学报,2015,23(2):352–360.(ZHU Honghu,SHI Bin. Current progress and trends of opto-electronic sensor-based monitoring in geo-engineering,a summary of 5th OSMG–2014[J]. Journal of Engineering Geology,2015,23(2):352–360.(in Chinese))
[9] 柴 敬,袁 强,李 毅,等. 物理模型试验光纤传感测试方法应用进展[J]. 工程地质学报,2015,23(6):1 100–1 108.(CHAI Jing,YUAN Qiang,LI Yi,et al. Application analysis on method of physical model test with optical fiber sensing technique[J]. Journal of Engineering Geology,2015,23(6):1 100–1 108.(in Chinese))
[10] 钱振东,黄 卫,关永胜,等. BOTDA在沥青混凝土铺装层裂缝监测中的应用[J].东南大学学报:自然科学版,2008,38(5):799–803.(QIAN Zhendong,HUANG Wei,GUAN Yongsheng,et al. Application of BOTDA on cracking monitoring for asphalt concrete pavement[J]. Journal of Southeast University:Natural Science,2008,38(5):799–803.(in Chinese))
[11] GUO T,LI A Q,SONG Y S,et al. Experimental study on strain and deformation monitoring of reinforced concrete structures using PPP-BOTDA[J]. Science in China Series E:Technological Sciences,2009,52(10):2 859–2 868.
[12] 毛江鸿,崔 磊,金伟良,等. 基于分布式光纤传感的混凝土裂缝识别与测试试验研究[J]. 传感技术学报,2014,27(9):1 298–1 304. (MAO Jianghong,CUI Lei,JIN Weiliang,et al. Experimental research on concrete crack recognizing and monitoring based on distributed fiber sensor[J]. Chinese Journal of Sensors and Actuators,2014,27(9):1 298–1 304.(in Chinese))
[13] 柴 敬,王正帅,袁 强,等. BOTDA在岩层移动相似材料模拟试验中的应用[J]. 煤炭科学技术,2015,43(1):1–4.(CHAI Jing,WANG Zhengshuai,YUAN Qiang,et al. Application of Brillouin optical time domain analysis in strata movement similar material simulation experiment[J]. Coal Science and Technology,2015,43(1):1–4.(in Chinese))
[14] 朱萍玉,蒋桂林,冷元宝. 采用分布式光纤传感技术的土坝模型渗漏监测分析[J]. 中国工程科学,2011,13(3):82–86.(ZHU Pingyu,JIANG Guilin,LENG Yuanbao. Analysis of seepage monitoring for an earth dam model with distributed optical fiber sensors[J]. Engineering Science,2011,13(3):82–86.(in Chinese))
[15] 朱鸿鹄,施 斌,严珺凡,等. 基于分布式光纤应变感测的边坡模型试验研究[J]. 岩石力学与工程学报,2013,32(4):821–828.(ZHU Honghu,SHI Bin,YAN Junfan,et al. Physical model testing of slope stability based on distributed fiber-optics strain sensing technology[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(4):821–828.(in Chinese))
[16] ZENI L,PICARELLI L,AVOLIO B,et al. Brillouin optical time-domain analysis for geotechnical monitoring[J]. Journal of Rock Mechanics and Geotechnical Engineering,2015,12(4):458–462.
[17] HORIGUCHI T,TATEDA M. BOTDA-nondestructive measurement of single mode optical fiber attenuation characteristics using Brillouin interaction:theory[J]. Journal of Lightwave Technology,1989,7(8):1 170–1 176.
[18] KURASHIMA T,HORIGUCHI T,OHNO H,et al. Strain and temperature characteristics of Brillouin spectra in optical fiber for distributed sensing techniques[C]// Proceedings of the European Conference on Optical Communication. Madrid,Spain:[s. n.],1998:2–24.