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Vertical vibration of a large diameter pipe pile considering transverse inertia effect of pile

  • Geological, Civil, Energy and Traffic Engineering
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Abstract

Considering the transverse inertia effect of pile, the vertical dynamic response of a large diameter pipe pile in viscoelastic soil layer is studied. The wave propagations in the outer and inner soil are simulated by three-dimensional elastodynamic theory and those in the pile are simulated by Rayleigh-Love rod theory. The vertical and radial displacements of the outer and inner soil are obtained by utilizing Laplace transform technique and differentiation on the governing equations of soils. Then, based on the continuous conditions between the pile and soils, the displacements of the pile are derived. The frequency domain velocity admittance and time domain velocity response of the pile top are also presented. The solution is compared to a classical rod model solution to verify the validity. The influences of the radii and Poisson ratio of pile on the transverse inertia effect of pile are analyzed. The parametric study shows that Poisson ratio and outer radius of pile have significant influence on the transverse inertia effect of large diameter pipe piles, while the inner radius has little effect.

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References

  1. NOGAMI T, KONAGAI K. Time domain axial response of dynamically loaded single piles [J]. Journal of Engineering Mechanics ASCE 1986, 112(11): 1241–1252.

    Article  Google Scholar 

  2. MICHAELIDES O, GAZETAS G, BOUCKOVALAS G, CHRYSIKOU E. Approximate non-linear dynamic axial response of piles [J]. Geotechnique 1998, 48(1): 33–53.

    Article  Google Scholar 

  3. EL NAGGAR M H, NOVAK M. Non-linear model for dynamic axial pile response [J]. Journal of Geotechnical Engineering 1994, 120(2): 308–329.

    Article  Google Scholar 

  4. LIAO S T, ROESSET J M. Dynamic response of intact piles to impulse loads [J]. International Journal for Numerical and Analytical Methods in Geomechanics 1997, 21(4): 255–275.

    Article  Google Scholar 

  5. WANG Kui-hua, WU Wen-bing, ZHANG Zhi-qing, CHIN Jian-Leo. Vertical dynamic response of an inhomogeneous viscoelastic pile [J]. Computers and Geotechnics 2010, 37(4): 536–544.

    Article  Google Scholar 

  6. DING Xuan-ming, LIU Han-long, LIU Jin-yuan, CHEN Yu-min. Wave propagation in a pipe pile for low-strain integrity testing [J]. Journal of Engineering Mechanics ASCE 2011, 117(9): 598–609.

    Article  Google Scholar 

  7. NOVAK M. Dynamic stiffness and damping of piles [J]. Canadian Geotechnical Journal 1974, 11(4): 575–598.

    Article  Google Scholar 

  8. NOGAMI T, NOVAK M. Soil-pile interaction in vertical vibration [J]. Earthquake Engineering and Structure Dynamic 1976, 4(3): 277–294.

    Article  Google Scholar 

  9. WU Wen-bing, WANG Kui-hua, ZHANG Zhi-qing, CHIN Jian-Leo. Soil-pile interaction in the pile vertical vibration considering true three-dimensional wave effect of soil [J]. International Journal for Numerical and Analytical Methods in Geomechanics 2013, 37(17): 2860–2876.

    Article  Google Scholar 

  10. CHOW Y K, PHOON K K, CHOW W F, WONG K Y. Low strain integrity testing of piles: Three-dimensional effects [J]. Journal of Geotechnical and Geoenvironmental Engineering 2003, 129(11): 1057–1062.

    Article  Google Scholar 

  11. CHAI H Y, WEI C F, PHOON K K, YANG Y M. Some observations on the performance of the signal matching technique in assessment of pile integrity [J]. Journal of Nondestructive Evaluation 2011, 30(4): 246–58.

    Article  Google Scholar 

  12. LI Zheng-gen, GONG Yu-ling. Discussion on three dimensional effect of wave propagating in the pile with large diameter [J]. Chinese Journal of Rock Mechanics and Engineering 1998, 17(4): 434–439. (in Chinese)

    Google Scholar 

  13. LI Qiang, WANG Kui-hua, XIE Kang-he. Dynamic response for vertical vibration of large diameter pile in saturated soil [J]. Journal of Vibration Engineering 2005, 18(4): 500–505. (in Chinese)

    Google Scholar 

  14. YANG Xiao, TANG Jie. Vertical vibration of single pile with transversal inertia effect in stratified saturated soil [J]. Rock and Soil Mechanics 2013, 34(6): 1560–1566. (in Chinese)

    Google Scholar 

  15. LÜ Shu-hui, WANG Kui-hua, WU Wen-bing, CHIN Jian-Leo. Longitudinal vibration of a pile embedded in layered soil considering the transverse inertia effect of pile [J]. Computers and Geotechnics 2014, 62: 90–99.

    Article  Google Scholar 

  16. LIU Han-long, CHU Jian, DENG An. Use of large-diameter cast–in situ concrete pipe piles for embankment over soft clay [J]. Canadian Geotechnical Journal 2009, 46(8): 915–927.

    Article  Google Scholar 

  17. LIU Han-long, NG C W W, FEI Kang. Performance of a geogrid-reinforced and pile-supported highway embankment over soft clay: Case study [J]. Journal of Geotechnical and Geoenvironmental Engineering 2007, 133(12): 1483–1493.

    Article  Google Scholar 

  18. LIU Zhi-ping, LIU Han-long, TAN Hui-ming. Application of PCC pile in soil improvement of highway [J]. Journal of Central South University of Technology 2008, 15(s2): 108–113.

    Article  Google Scholar 

  19. LIU E Y F. Prevention of cracking for large diameter concrete pipe piles [C]// 8th International Conference on the Application of Stress-Wave Theory to Piles. Lisbon, Portugal 2008: 277–281.

    Google Scholar 

  20. DING Xuan-ming, ZHENG Chang-jie, LIU Han-long. A theoretical analysis of the vertical dynamic response of large-diameter pipe piles in layered soil [J]. Journal of Central South University 2014, 21: 3327–3337.

    Article  Google Scholar 

  21. ZHENG Chang-jie, DING Xuan-ming, LIU Han-long, HUANG Xu. Analytical solution to vertical vibration of cast-in-place concrete large-diameter pipe piles by considering 3D wave effect of soils [J]. Chinese Journal of Geotechnical Engineering 2013, 35(12): 2247–2254. (in Chinese)

    Google Scholar 

  22. FEDOTOV I A, POLYANIN A D, SHATALOV M Y. Theory of free and forced vibrations of a rigid rod based on the rayleigh model [J]. Doklady Physics 2007, 52(11): 607–612.

    Article  MATH  Google Scholar 

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Authors and Affiliations

  1. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing, 400045, China

    Chang-jie Zheng  (郑长杰), Han-long Liu  (刘汉龙), Xuan-ming Ding  (丁选明) & Hang Zhou  (周航)

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  1. Chang-jie Zheng  (郑长杰)
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  2. Han-long Liu  (刘汉龙)
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  3. Xuan-ming Ding  (丁选明)
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  4. Hang Zhou  (周航)
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Corresponding author

Correspondence to Xuan-ming Ding  (丁选明).

Additional information

Foundation item: Project(U1134207) jointly supported by the National Natural Science Foundation and High Speed Railway Key Program of China; Project(NCET-12-0843) supported by the Program for New Century Excellent Talents in University of China; Projects(51378177, 51420105013) supported by the National Natural Science Foundation of China; Projects(2015B05014, 2014B02814) supported by the Fundamental Research Funds for the Central Universities, China

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Zheng, Cj., Liu, Hl., Ding, Xm. et al. Vertical vibration of a large diameter pipe pile considering transverse inertia effect of pile. J. Cent. South Univ. 23, 891–897 (2016). https://doi.org/10.1007/s11771-016-3136-7

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  • DOI: https://doi.org/10.1007/s11771-016-3136-7

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