[1] Schiessl P,Breit W,Raupach M.Sensor technology:monitoring corrosion risk in concrete structures[J].German Engineering Journal,1996,26(11):40-46.
[2]Pierre P,Doré G,Prophète F.Characterization of the impact of tires on pavement behaviour[J].Canadian Journal of Civil Engineering,2004,31(5):860-869.
[3]李东生,李宏男.埋入式封装的光纤光栅传感器应变传递分析[J].力学学报,2005,37(4):435-440.
LI Dong-sheng,LI Hong-nan.Buried packaged fiber grating sensor strain transfer analysis [J].Mechanics,2005,37(4):435-440.
[4]干伟忠,Raupach M,金伟良,等.杭州湾跨海大桥混凝土结构耐久性原位监测预警系统 [J].中国公路学报,2010,23(2):30-35.
GAN Wei-zhong,Raupach M,JIN Wei-liang,et al.In-situ monitoring and early warning system for durability of concrete structure of Hangzhou bay sea-crossing bridge[J].China Journal of Highway and Transport,2010,23(2):30-35.
[5]WANG Jian-neng.Fiber Bragg grating sensors for use in pavement structural strain-temperature monitoring[J].Smart Structures and Materials,2006,6174:1-12.
[6]郭 威,刘 凯,黄永清.等应力作用下光纤光栅Bragg波长调谐特性的研究[J].光电子·激光,2000,11(1):23-25.
GUO Wei,LIU Kai,HUANG Yong-qing.Study on fiber grating's Bragg wavelength shift caused by strain[J].Journal of Optoelectronics·Laser,2000,11(1):23-25.
[7]廖延彪.光纤光学[M].北京:清华大学出版社,2000.
[8]解建光,刘树龙.环氧树脂掺加增韧剂埋入式FBG封装技术研究[J].传感器与微系统,2011,30(3):22-24.
XIE Jian-guang,LIU Shu-long.Study on the embedment encapsulation technique of epoxy resin mixed with toughening agent of fiber Bragg grating[J].Transducer and Microsystem Technology,2011,30(3):22-24.
[9]JTJ 052—2000,公路工程沥青及沥青混合料试验规程[S].