| [29] |
KING F W. Hilbert transforms，Volume[R]. [S. l.]：Encyclopedia of Mathematics and its Applications，2009.
|
| [1] |
刘汉东，于新政，李国维. GFRP锚杆拉伸力学性能试验研究[J]. 岩石力学与工程学报，2005，24(20)：3 719-3 723.(LIU Handong，YU Xinzheng，LI Guowei. Experimental study on tensile mechanical properties of glass fiber reinforced plastic rebar[J]. Chinese Journal of Rock Mechanics and Engineering，2005，24(20)：3 719-3 723.(in Chinese))
|
| [4] |
王 南，张景科，谌文武，等. 基于水硬石灰与粉煤灰浆液的木锚杆锚固性能试验[J]. 兰州大学学报：自然科学版，2016，52(3)：313-319.(WANG Nan，ZHANG Jingke，CHEN Wenwu，et al. Anchor performance of wood bolts fully grouted by natural hydraulic lime and fly ash slurry[J]. Journal of Lanzhou University：Natural Science，2016，52(3)：313-319.(in Chinese))
|
| [6] |
THURNER H F. Boltometer-Instrument for non-destructive testing of grouted rock bolts[J]. Proceedings of the Second International Symposium on Filed Measurements in Geomachanics，1988，40(4)：135-143.
|
| [17] |
许 明，张永兴. 锚固系统质量检测的小波分析法[J]. 岩土力学，2003，24(2)：262-265.(XU Ming，ZHANG Yongxing. Wavelet analysis of quality inspection of anchorage system[J]. Rock and Soil Mechanics，2003，24(2)：262-265.(in Chinese))
|
| [28] |
KING F W. Hilbert transforms[M]. Cambridge，UK：Cambridge University Press，2009：41-64.
|
| [2] |
张景科，郭青林，李最雄，等. 土遗址锚固机制初探[M]. 兰州：兰州大学出版社，2014：25-40.(ZHANG Jingke，GUO Qinglin，LI Zuixiong，et al. Preliminary study on anchorage mechanism of soil site[M]. Lanzhou：Lanzhou University Press，2014：25-40.(in Chinese))
|
| [8] |
BEARD M D，LOWE M J S. Nondestructive testing of rock bolts using guided ultrasonic waves[J]. International Journal of Rock Mechanics and Mining Sciences，2003，40(4)：527-536.
|
| [10] |
RODGER A A，LITTLEJOHN G S，DC HOLLAND，et al. Dynamic response of rock bolt systems at Peny Clip Tunnel in North Wales[J]. Developments in Geotechnical Engineering，1993，74：719-727.
|
| [13] |
郭 庆，张景科，樊 孟，等. 声频应力波法检测土遗址加固用GFRP锚杆锚固质量初探[J]. 文物保护与考古科学，2017，29(1)：27-34.(GUO Qing，ZHANG Jingke，FAN Meng，et al. Preliminary study on sonic frequency stress wave method to detect anchor bolt quality of glass fiber reinforced polymer in earthen sites[J]. Sciences of Conservation and Archaeology，2017，29(1)：27-34.(in Chinese))
|
| [15] |
孙满利，王旭东，李最雄，等. 交河故城的裂隙特征研究[J]. 岩土工程学报，2007，29(4)：612-617.(SUN Manli，WANG Xudong，LI Zuixiong，et al. Study on cranny characteristics of the ruins of Jiaohe[J]. Chinese Journal of Geotechnical Engineering，2007，29(4)：612-617.(in Chinese))
|
| [19] |
岳向红. 基于小波神经网络的锚杆锚固质量分析[硕士学位论文][D]. 北京：中国科学院研究生院，2005.(YUE Xianghong. Analysis of Bolt’s anchoring quality based on wavelet neural network[M. S. Thesis][D]. Beijing：Graduate School of The Chinese Academy of Sciences，2005.(in Chinese))
|
| [21] |
李维树，甘国权，朱容国，等. 工程锚杆注浆质量无损检测技术研究与应用[J]. 岩土力学，2003，24(增1)：189-194.(LI Weishu，GAN Guoquan，ZHU Rongguo，et al. Research on application of non-destructive detection technique to quality of grouting for engineering anchor bars[J]. Rock and Soil Mechanics，2003，24(Supp.1)：189-194.(in Chinese))
|
| [24] |
ZMSA B，LLA B，MPA B，et al. Non-destructive testing of full-length bonded rock bolts based on HHT signal analysis[J]. Journal of Applied Geophysics，2018，151：47-65.
|
| [26] |
中华人民共和国行业标准编写组. JGJ/T182—2009锚杆锚固质量无损检测技术规程[S].北京：中国建筑工业出版社，2009.(The Professional Standards Compilation Group of People¢s Republic of China. JGJ/T182—2009 Technical specification for nondestructive testing of rock bolt system[S]. Beijing：China Architecture and Building Press，2009.(in Chinese))
|
| [30] |
唐毓尚. 高性能低通滤波器[硕士学位论文][D]. 成都：电子科技大学，2009.(TANG Shushang. High performance low pass filter[M. S. Thesis][D]. Chengdu：University of Electronic Science and Technology of China，2009.(in Chinese))
|
| [32] |
王礼立. 应力波基础[M]. 北京：国防工业出版社，1985：23-27.(WANG Lili. Fundamentals of stress wave[M]. Beijing：National Defence Industry Press，1985：23-27.(in Chinese))
|
| [9] |
IVANOVIC A，NEILSON R D，RODGER A A. Numerical modeling of single tendon ground anchorage systems[J]. Proceedings of the Institution of Civil Engineers-geotechnical Engineering，2001，149(2)：103-113.
|
| [11] |
HOLLAND，CHARLES D. The behaviour of resin bonded rock bolts and other anchorages，subjected to close proximity blasting[C]// Proceedings of the 8th International Congress on Rock Mechanics. Tokyo：[s. n.]，1995：665-670.
|
| [20] |
钟宙灿. 基于时频分析的锚杆无损检测技术研究[硕士学位论文][D]. 成都：成都理工大学，2010.(ZHONG Yucan. Study on nondestructive detection technique of bolt based on time-frequency analysis[M. S. Thesis][D]. Chengdu：Chengdu University of Technology，2010.(in Chinese))
|
| [22] |
HUANG N E，SHEN Z，LONG S R，et al. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis[J]. Proceedings Mathematical Physical and Engineering Sciences，1998，454(1971)：903-995.
|
| [31] |
张世基. 振动学基础[M]. 北京：北京航空航天大学出版社，1990：23-35.(ZHANG Shiji. Fundamentals of vibration[M]. Beijing：Beijing University of Aeronautics and Astronautics Press，1990：23-35.(in Chinese))
|
| [33] |
杨 湖，王 成. 弹性波在锚杆锚固体系中传播规律的研究[J]. 测试技术学报，2003，17(2)：145-149.(YANG Hu，WANG Cheng. Study on propagation law of elastic wave in bolt anchoring system[J]. Journal of Test and Measurement Technology，2003，17(2)：145-149.(in Chinese))
|
| [3] |
张景科，谌文武，和法国，等. 土遗址加固中GFRP锚杆锚固性能现场试验研究[J]. 工程地质学报，2014，22(5)：804-810.(ZHANG Jingke，CHEN Wenwu，HE Faguo，et al. Field experimental study on anchorage performance of GFRP at conservation earthen sites[J]. Journal of Engineering Geology，2014，22(5)：804-810.(in Chinese))
|
| [5] |
郭 宏. 论“不改变原状原则”的本质意义——兼论文物保护科学的文理交叉性[J]. 文物保护与考古科学，2004，(1)：60-64.(GUO Hong. On the essential meaning of “The principle of not changing the original state”—Also on the intersections of culture and science in the conservation of cultural relics[J]. Sciences of Conservation and Archaeology，2004，(1)：60-64.(in Chinese))
|
| [7] |
BEARD M D，LOWE M J S，CAWLEY P. Ultrasonic guided waves for inspection of grouted tendons and bolts[J]. Journal of Materials in Civil Engineering，2003，15(3)：212-218.
|
| [12] |
郭 庆. 土遗址玻璃纤维锚杆锚固系统无损检测技术研究[硕士学位论文][D]. 兰州：兰州大学，2017.(GUO Qing. Study on nondestructive testing in fiberglass bolts anchorage quality for earthen sites[M. S. Thesis][D]. Lanzhou：Lanzhou University，2017.(in Chinese))
|
| [14] |
李 凯，张景科，郭 庆，等. 外露段与超钻深度对土遗址锚固无损检测影响的室内研究[J]. 兰州大学学报：自然科学版，2019，55(5)：641-646.(LI Kai，ZHANG Jingke，GUO Qing，et al. Influence of the exposed section and over-drilling depth on the nondestructive testing of anchor conservation in earthen sites[J]. Journal of Lanzhou University：Natural Sciences，2019，55(5)：641-646.(in Chinese))
|
| [16] |
梁腾飞，冯剑锋，卞德存，等. 基于盒维数的锚杆工作荷载无损检测研究[J]. 太原理工大学学报，2015，46(3)：327-331.(LIANG Tengfei，FENG Jianfeng，BIAN Decun，et al. Nondestructive testing of bolt working load based on box dimension[J]. Journal of Taiyuan University of Technology，2015，46(3)：327-331.(in Chinese))
|
| [18] |
李张明. 锚杆锚固质量无损检测理论与智能诊断技术研究[博士学位论文][D]. 天津：天津大学，2007.(LI Zhangming. A study on nondestructive detection theory and intelligent diagnosis technology of rock bolt anchorage quality[Ph. D. Thesis][D]. Tianjin：Tianjin University，2007.(in Chinese))
|
| [23] |
HUANG N E，WU M，LONG S R，et al. A confidence limit for the empirical mode decomposition and Hilbert spectral analysis[J]. Proceedings Mathematical Physical and Engineering Sciences，2003，459：2 317-2 345.
|
| [25] |
李 凯. 土遗址 GFRP 锚杆锚固质量无损检测的试验研究[硕士学位论文][D]. 兰州：兰州大学，2020.(LI Kai. Experimental study on nondestructive testing of gfrp anchorage quality for earthen sites[M. S. Thesis][D]. Lanzhou：Lanzhou University，2020.(in Chinese))
|
| [27] |
ZAYED A I. Hilbert transform associated with the fractional Fourier transform[J]. Signal Processing Letters，IEEE，1998，5(8)：206-208.
|
2021, Vol. 40 
