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Some observations of the influence factors on the response of pile groups

  • Geotechnical Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

A simplified approach for nonlinear analysis of the load-displacement response of pile groups embedded in multilayered soils is presented in this work. A hyperbolic model is used to capture the relationship between unit skin friction and pile-soil relative displacement developed along the pile-soil interface and the stress-displacement relationship developed at the pile end. Considering interactive effect among piles, the parameters related to the hyperbolic model of an individual pile in a group can be computed. As to the analysis of the response of pile groups, a highly effective iterative computer program is developed using the hyperbolic model of an individual pile in a group. The efficiency and accuracy of the present method is verified using a well-documented field test. Furthermore, a parametric study is conducted to capture the influence of pile spacing and number of piles on the load-settlement response of the pile groups connected to a rigid cap. The pile-group settlement ratio and the pile-group resistance ratio are analyzed to assess the interaction effect among individual piles.

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References

  • Ai, Z. Y. and Han, J. (2009). “Boundary element analysis of axially loaded piles embedded in a multi-layered soil.” Comput. Geotech., Vol. 36, No. 3, pp. 427–434.

    Article  Google Scholar 

  • Armaleh, S. and Desai, C. S. (1987). “Load deformation response of axially loaded piles.” J. Geotech. Eng., Vol. 113, No. 12, pp. 1483–1499.

    Article  Google Scholar 

  • Cairo, R. and Conte, E. (2006). “Settlement analysis of pile groups in layered soils.” Can. Geotech. J., Vol. 43, No. 8, pp. 788–801.

    Article  Google Scholar 

  • Chen, S. L., Song, C. Y., and Chen, L. Z. (2011). “Two-pile interaction factor revisited.” Can. Geotech. J., Vol. 48, No. 5, pp. 754–766.

    Article  Google Scholar 

  • Comodromos, E. M., Papadopoulou, M. C., and Rentzeperis, I. K. (2009). “Pile foundation analysis and design using experimental data and 3-D numerical analysis.” Comput. Geotech., Vol. 36, No. 5, pp. 819–836.

    Article  Google Scholar 

  • Cooke, R. W., Price, G., and Tarr, K. W. (1980). “Jacked piles in London clay: Interaction and group behavior under working conditions.” Géotechnique, Vol. 30, No. 2, pp. 449–471.

    Article  Google Scholar 

  • Coyle, H. M. and Reese, L. C. (1966). “Load transfer for axially loaded piles in clay.” J. Soil Mech. Found. Div., Vol. 92, No. SM2, pp. 1–26.

    Google Scholar 

  • Guo, W. D. and Randolph, M. F. (1999). “An efficient approach for settlement prediction of pile groups.” Géotechnique, Vol. 49, No. 2, pp. 161–179.

    Article  Google Scholar 

  • Hirayama, H. (1990). “Load-settlement analysis for bored piles using hyperbolic transfer functions.” Soils Found., Vol. 30, No. 1, pp. 55–64.

    Article  Google Scholar 

  • JGJ 106-2003 (2003). Technical code for testing of building foundation piles, China Construction Industry Press, Beijing (in Chinese).

    Google Scholar 

  • Koizumi, Y. and Ito, K. (1967). “Field tests with regard to pile driving and bearing capacity of piled foundations.” Soils Found., Vol. 7, No. 3, pp. 30–53.

    Article  Google Scholar 

  • Kraft, L. M., Ray, R. P., and Kagawa, T. (1981). “Theoretical t-z curves.” J. Geotech. Eng. Div., Vol. 107, No. 11, pp. 1543–1561.

    Google Scholar 

  • Lee, C. Y. (1993). “Settlement of pile group-practical approach.” J. Geotech. Eng., Vol. 119, No. 9, pp. 1449–1461.

    Article  Google Scholar 

  • Lee, S. H. and Chung, C. K. (2005). “An experimental study of the interaction of vertically loaded pile groups in sand.” Can. Geotech. J., Vol. 42, No. 5, pp. 1485–1493.

    Article  MathSciNet  Google Scholar 

  • Liu, J. L., Huang, Q., Li, H., Li, X., and Hu, W. L. (1994). “Experimental research on bearing behavior of pile groups in soft soil.” Proc., 13th Int. Conf. on Soil Mechanics and Foundation Engineering, New Delhi, India, Vol. 2, pp. 535–538.

    Google Scholar 

  • Maharaj, D. K. and Gandhi, S. R. (2004). “Non-linear finite element analysis of piled-raft foundations.” Proc. Inst. Civ. Eng. Geotech. Eng., Vol. 157, No. 3, pp. 107–113.

    Article  Google Scholar 

  • Mendonca, A. V. and De Paiva, J. B. (2000). “Boundary element method for the static analysis of raft foundations on piles.” Eng. Anal. Boundary Elem., Vol. 24, No. 3, pp. 237–247.

    Article  MATH  Google Scholar 

  • Mylonakis, G. and Gazetas, G. (1998). “Settlement and additional internal forces of grouped piles in layered soil.” Géotechnique, Vol. 48, No. 1, pp. 55–72.

    Article  Google Scholar 

  • Poulos, H. G. (1968). “Analysis of the settlement of pile groups.” Géotechnique, Vol. 18, No. 4, pp. 449–471.

    Google Scholar 

  • Poulos, H. G. and Mattes, N. S. (1971). “Settlement and load distribution of pile groups.” Aust. Geomech. J., Vol. G1, No. 1, pp. 18–28.

    Google Scholar 

  • Randolph, M. F. and Wroth, C. P. (1978). “Analysis of deformation of vertically loaded piles.” J. Geotech. Eng. Div., Vol. 104, No. GT12, pp. 1465–1488.

    Google Scholar 

  • Seed, H. B. and Reese, L. C. (1957). “The action of soft clay along friction piles.” Trans., ASCE, Vol. 122, pp. 731–754.

    Google Scholar 

  • Southcott, P. H. and Small, J. C. (1996). “Finite layer analysis of vertically loaded piles and pile groups.” Comput. Geotech., Vol. 18, No. 1, pp. 47–63.

    Article  Google Scholar 

  • Xin, G. F. (2006). Test and theory study on shaft resistance softening of large diameter and super-long piles, PhD Thesis, Zhejiang University, Hangzhou, China (in Chinese).

    Google Scholar 

  • Yang, M. H., Zhang, X. W., and Zhao, M. H. (2011). “A simplified approach for settlement calculation of pile groups considering pileto-pile interaction in layered soils.” J. Cent. South Univ. Technol. Eng. Ed., Vol. 18, No. 6, pp. 2131–2136.

    Article  Google Scholar 

  • Zhang, Q. Q. and Zhang, Z. M. (2012a). “A simplified nonlinear approach for single pile settlement analysis.” Can. Geotech. J., Vol. 49, No. 11, pp. 1256–1266.

    Article  Google Scholar 

  • Zhang, Q. Q. and Zhang, Z. M. (2012b). “Simplified calculation approach for settlement of single pile and pile groups.” J. Comput. Civ. Eng., Vol. 26, No. 6, pp. 750–758.

    Article  Google Scholar 

  • Zhang, Q. Q., Zhang, Z. M., and He, J. Y. (2010). “A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils.” Comput. Geotech., Vol. 37, Nos. 7–8, pp. 969–976.

    Article  Google Scholar 

  • Zhang, Q. Q., Li, S. C., Liang, F. Y., Yang, M., and Zhang, Q. (2014). “Simplified method for settlement prediction of single pile and pile group using a hyperbolic model.” Int. J. Civ. Eng., Vol. 12, No. 2, pp. 179–192.

    Google Scholar 

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Correspondence to Qian-qing Zhang.

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Zhang, Qq., Zhang, Sm., Liang, Fy. et al. Some observations of the influence factors on the response of pile groups. KSCE J Civ Eng 19, 1667–1674 (2015). https://doi.org/10.1007/s12205-014-1550-7

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  • DOI: https://doi.org/10.1007/s12205-014-1550-7

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