[1] Gong X N, Li X H. Several mechanical problems in compacting effects of static piling in soft clay ground[J]. Engineering Mechanics, 17, 7-13(2000).

[2] Gavin K G, Lehane B M. The shaft capacity of pipe piles in sand[J]. Canadian Geotechnical Journal, 40, 36-45(2003).

[3] Sagaseta C, Whittle A J. Prediction of ground movements due to pile driving in clay[J]. Journal of Geotechnical and Geoenvironmental Engineering, 127, 55-66(2001).

[4] Randolph M F. Science andempiricism in pile foundation design[J]. Géotechnique, 53, 847-875(2003).

[5] Li J P, Li L, Sun D A et al. Theoretical study on sinking resistance of jacked piles in saturated soft clay[J]. Chinese Journal of Geotechnical Engineering, 37, 1454-1461(2015).

[6] Cao Z H, Kong G Q, Liu H L et al. Model tests on pipe pile penetration by using transparent soils[J]. Chinese Journal of Geotechnical Engineering, 36, 1564-1568(2014).

[7] Li Y N, Lehane B M. Lateral stress for model jacked piles in two-layered Kaolin clay[J]. Journal of Jilin University(Earth Science Edition), 48, 1778-1784(2018).

[8] Zhu Y Q, Zhu H H, Sun Y J et al. Model experiment study of pipe pile driving into soil using FBG-BOTDA sensing monitoring technology[J]. Rock and Soil Mechanics, 35, 695-702(2014).

[9] Lehane B M, Gavin K G. Baseresistance of jacked pipe piles in sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 127, 473-480(2001).

[10] Gavin K G. O’Kelly B C. Effect of friction fatigue on pile capacity in dense sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 133, 63-71(2007).

[11] White D J, Bolton M D. Displacement and strain paths during plane-strain model pile installation in sand[J]. Géotechnique, 54, 375-397(2004).

[12] Zhou J, Deng Y B, Ye J Z et al. Experimental and numerical analysis of jacked piles during installation in sand[J]. Chinese Journal of Geotechnical Engineering, 31, 501-507(2009).

[13] Li Y N, Lehane B M, Liu Q B. Centrifuge modeling of jacked pile in clay[J]. Chinese Journal of Engineering, 40, 285-292(2018).

[14] Zhang J X, Wu D Y. Research on interaction between resistance at pile and lateral resistance of pile[J]. Rock and Soil Mechanics, 29, 541-544(2008).

[15] Ye Z H, Zhou J, Tang S D. Model test on pile bearing behaviors in clay under different pile tip conditions[J]. Journal of Tongji University(Natural Science), 37, 733-737(2009).

[16] Yan G, Xin J T, Chen H et al. Sensing properties of fiber grating temperature sensor package preload[J]. Journal of Vibration, Measurement & Diagnosis, 36, 968-971(2016).

[17] Zhang W H, Jiang J F, Wang S et al. Fiber-optic Fabry-Perot high-pressure sensor for marine applications[J]. Acta Optica Sinica, 37, 0206001(2017).

[18] Ren L, Xia M Y, Jiang T et al. Leakage detection of gas pipeline based on hoop strain monitoring[J]. Journal of Vibration, Measurement & Diagnosis, 36, 820-825(2015).

[19] Markov A, Guo Y, Chang T Y et al. Application of fiber Bragg grating in the measurements of acoustic properties of ice[J]. Acta Optica Sinica, 36, 1106001(2015).

[20] Li P, Wang L, Guo H Y et al. Testing of vortex-induced vibrations of deep-sea risers based on FBG sensing technology[J]. Journal of Vibration, Measurement & Diagnosis, 36, 756-762(2016).

[21] Sun S H, Yu Y L, Li H et al. Detection technique of stress waves based on fiber Bragg grating[J]. Chinese Journal of Lasers, 43, 0505002(2016).

[22] Tian S Z, Zhang G Q, Wang D P. Study on strain transfer mechanism of surface fiber Bragg grating sensor[J]. Chinese Journal of Lasers, 41, 0805005(2014).

[23] Wang Y H, Liu J W, Zhu N et al. Test research on plugging effect of open pipe pile in sand based on FBG sensing technology[J]. Journal of Vibration, Measurement & Diagnosis, 39, 153-159(2019).

[24] People's republic of china industry standards writing group,(1999).