Abstract
Based on a semi-integral abutment bridge employing micropiles under approach slabs, shaking table experiments have been conducted. Via shaking table experiments, dynamic responses, soil-micropile interaction and dynamic p-y curves are investigated. Experimental results shows that natural frequency of soil-micropile system is 8.38 Hz, the maximal bending moment distribution is highly affected by excitation frequency as well as pile displacement distribution. In addition, dynamic p-y skeleton curves are presented.
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References
Makris, N., Gazetas, G. (1992). Dynamic pile-soil-pile interaction. Part II: Lateral and seismic response. Earthquake Engineering and Structural Dynamics, 21(2): 145–162.
Kampitsis A E., Giannakos S., Gerolymos N., et al. (2015) Soil–pile interaction considering structural yielding: Numerical Modeling and Experimental Validation, Engineering Structures, 99: 319–333.
Mylonakis, G., Nikolaou, A., & Gazetas, G. (1997). Soil-pile-bridge seismic interaction: kinematic and inertial effects. Part I: soft soil. Earthquake Engineering and Structural Dynamics, 26(3): 337–359.
Turan, A., Hinchberger, S. D., and El Naggar, H. (2009). Design and commissioning of a laminar soil container for use on small shaking tables. Soil Dynamics and Earthquake Engineering, 29(2): 404–414.
Chen, G. X., Wang, Z. H., et al. (2010). Development of laminar shear soil container for shaking table tests. Chinese Journal of Geotechnical Engineering, 32(1): 89–97.
Boulanger, R. W., Curras, C. J., Kutter, B. L., Wilson, D. W., and Abghari, A. (1999). Seismic soil-pile-structure interaction experiments and analyses. Journal of Geotechnical and Geoenvironmental Engineering, 125(9): 750–759.
Chau, K. T., Shen, C. Y., and Guo, X. (2009). Nonlinear seismic soil–pile–structure interactions: shaking table tests and FEM analyses. Soil Dynamics and Earthquake Engineering, 29(2): 300–310.
Yao, S., Kobayashi, K., Yoshida, N., and Matsuo, H. (2004). Interactive behavior of soil–pile-superstructure system in transient state to liquefaction by means of large shake table tests. Soil Dynamics and Earthquake Engineering, 24(5): 397–409.
Reese, L. C., Cox, W. R., and Koop, F. D. (1974). Analysis of laterally loaded piles in sand. Offshore Technology in Civil Engineering Hall of Fame Papers from the Early Years, 95–105.
Ashour, M., Norris, G., and Pilling, P. (1998). Lateral loading of a pile in layered soil using the strain wedge model. Journal of Geotechnical and Geoenvironmental Engineering, 124(4): 303–315.
Yankelevsky, D. Z., Eisenberger, M., and Adin, M. A. (1989). Analysis of beams on nonlinear winkler foundation. Computers and Structures, 31(2): 287–292.
Naggar, M. H. E., and Bentley, K. J. (2000). Dynamic analysis for laterally loaded piles and dynamic p-y curves. Canadian Geotechnical Journal, 37(6): 1166–1183.
Yoo, M. T., Choi, J. I., Han, J. T., and Kim, M. M. (2013). Dynamic PY Curves for Dry Sand from Centrifuge Tests. Journal of Earthquake Engineering, 17(7): 1082–1102.
Philip Meymand. (1998). Shake table tests: Seismic soil-pile-superstructure interaction. PEERCenter News, 1(2): 1–4.
Kondner, R. L. (1963). Hyperbolic stress-strain response: cohesive soils. Journal of the Soil Mechanics and Foundations Division, 89(1): 115–144.
Tak Kim, B., Kim, N. K., Jin Lee, W., and Su Kim, Y. (2004). Experimental load-transfer curves of laterally loaded piles in Nak-Dong River sand. Journal of Geotechnical and Geoenvironmental Engineering, 130(4): 416–425.
Acknowledgements
The work described in this paper was supported by the National Science Foundation of China (Grant no. 51278126).
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Qian, H., Zhuang, Y., Chen, Y. (2018). Shaking Table Experiment on Soil-Micropile Interaction of Semi-integral Abutment Bridge. In: Bian, X., Chen, Y., Ye, X. (eds) Environmental Vibrations and Transportation Geodynamics. ISEV 2016. Springer, Singapore. https://doi.org/10.1007/978-981-10-4508-0_13
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DOI: https://doi.org/10.1007/978-981-10-4508-0_13
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