Photonic Sensors, 2018, 8 (4): 04375, Published Online: Oct. 7, 2018  

A Vibration-Based Method for the Measurement of Subgrade Soil Scaling Factor

Author Affiliations
1 State Key Laboratory of Mechanics and Control of Mechanical Structures, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China
2 College of Mechanical and Electrical engineering, Soochow University, Suzhou 215021, China
3 School of Earth Sciences and Engineering, Nanjing University, Nanjing 210093, China
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Guina WANG, Dakai LIANG1, Junfan YAN. A Vibration-Based Method for the Measurement of Subgrade Soil Scaling Factor[J]. Photonic Sensors, 2018, 8(4): 04375.

References

[1] E. Winkler, Die lehre von der elasticitaet und festigkeit. Prag, Czech Republic: H. Dominicus, 1867: 1-206.

[2] R. D. Blevins, Formulas for natural frequency and mode shape. New York, USA: Van Nostrand Reinhold, 1979: 1-461.

[3] S. Timoshenko, D. H. Young, and W. Weaver, Vibration problems in engineering. New York, USA: Wiley, 1974: 1-521.

[4] Y. C. Lai, B. Y. Ting, W. S. Lee, and W. R. Becker, “Dynamic response of beams on elastic foundation,” Journal of Structural Engineering, 1992, 118(3): 853–858.

[5] J. Wang, “Vibration of stepped beams on elastic foundations,” Journal of Sound & Vibration, 1991, 149(2): 315–322.

[6] S. Kukla, “Free vibration of stepped beams on elastic foundations,” Journal of Sound & Vibration, 1991, 149: 259–265.

[7] D. Thambiratnam and Y. Zhuge, “Free vibration analysis of beams on elastic foundation,” Computers & Structure, 1996, 60(6): 971–980.

[8] D. Thambiratnam and Y. Zhuge, “Dynamic analysis of beams on an elastic foundation subjected to moving loads,” Journal of Sound & Vibration, 1996, 198(2): 149–169.

[9] R. Zhong and M. S. Huang, “Winkler model for dynamic response of composite caisson-piles foundations: lateral response,” Soil Dynamics & Earthquake Engineering, 2014, 66(13): 241-251.

[10] D. Y. Gao, J. Machalová, and H. Netuka, “Mixed finite element solutions to contact problems of nonlinear Gao beam on elastic foundation,” Nonlinear Analysis: Real World Applications, 2015, 22: 537–550.

[11] M. Hajialilue-Bonab, D. Levacher, J. L. Chazelas, and A. M. Kaynia, “Experimental study on the dynamic behavior of laterally loaded single pile,” Soil Dynamics & Earthquake Engineering, 2014, 66: 157–166.

[12] A. Zarafshan, A. Iranmanesh, and F. Ansari, “Vibration-based method and sensor for monitoring of bridge scour,” Journal of Bridge Engineering, 2012, 17(6): 829–838.

[13] H. F. Pei, J. H. Yin, H. H. Zhu, C. Y. Hong, and Y. H. Fan, “In-situ monitoring of displacements and stability evaluation of slope based on fiber Bragg grating sensing technology,” Chinese Journal of Rock Mechanics and Engineering, 2010, 29(8): 1570–1576.

[14] H. H. Zhu, J. H. Yin, W. Jin, and T. M. K. Kuo, “Health monitoring of foundations using fiber Bragg grating sensing technology,” China Civil Engineering Journal, 2010, 43(6): 109–115.

[15] H. H. Zhu, B. Shi, J. F. Yan, C. Chen, Y. Li, J. Wang, et al., “Physical model testing of slope stability based on distributed fiber-optic strain sensing technology,” Chinese Journal of Rock Mechanics and Engineering, 2013, 32(4): 821–828.

[16] C. Rodrigues, F. Cavadas, C. Félix, and J. Figueiras, “FBG based strain monitoring in the rehabilitation of a centenary metallic bridge,” Engineering Structures, 2012, 44(6): 281–290.

[17] Z. Zhou, M. H. Huang, L. Q. Huang, J. P. Ou, and G. D. Chen, “An optical fiber Bragg grating sensing system for scour monitoring,” Advances in Structural Engineering, 2011, 14(1): 67–78.

[18] D. S. Li, L. Ren, H. N. Li, and G. B. Song, “Structural health monitoring of a tall building during construction with fiber Bragg grating sensors,” International Journal of Distributed Sensor Networks, 2012, 2012: 272190-1-272190-10.

[19] C. L. Wei, C. C. Lai, S. Y. Liu, W. H. Chung, T. K. Ho, H. Y. Tam, et al., “A fiber Bragg grating sensor system for train axle counting,” IEEE Sensors Journal, 2010, 10(12): 1902–1912.

[20] C. L. Wei, Q. Xin, W. H. Chung, S. Y. Liu, H. Y. Tam, and S. L. Ho, “Real-time train wheel condition monitoring by fiber Bragg grating sensors,” International Journal of Distributed Sensor Networks, 2012, 2012(1550-1329): 47-54.

[21] H. F. Pei, J. H. Yin, H. H. Zhu, C. Y. Hong, W. Jin, and D. S. Xu, “Monitoring of lateral displacements of a slope using a series of special fiber Bragg grating-based in-place inclinometers,” Measurement Science and Technology, 2012, 23(2): 025007-1-025007-8.

[22] H. F. Pei, J. H. Yin, and W. Jin, “Development of novel optical fiber sensors for measuring tilts and displacements of geotechnical structures,” Measurement Science and Technology, 2013, 24(9): 095202.

[23] G. Kister, D. Winter, Y. M. Gebremichael, J. Leighton, R. A. Badcock, P. D. Tester, et al., “Methodology and integrity monitoring of foundation concrete piles using Bragg grating optical fibre sensors,” Engineering Structures, 2007, 29(9): 2048–2055.

[24] X. W. Ye, Y. H. Su, and J. P. Han, “Structural health monitoring of civil infrastructure using optical fiber sensing technology: a comprehensive review,” The Scientific World Journal, 2014: 652329-1-652329-11.

[25] F. Ansari, “Fiber optic sensors for structural health monitoring of civil infrastructure systems,” Structural Health Monitoring of Civil Infrastructure Systems, 2009: 260–282.

[26] R. Clough and J. Penzien, Dynamics of structure. Berkeley, CA, USA, Computers and Structures, 1995: 1-729.

Guina WANG, Dakai LIANG1, Junfan YAN. A Vibration-Based Method for the Measurement of Subgrade Soil Scaling Factor[J]. Photonic Sensors, 2018, 8(4): 04375.

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