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Original Articles

Consolidation analysis of an impervious multi-pile composite ground under rigid foundation

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Pages 1287-1301 | Received 01 Apr 2018, Accepted 22 Jan 2019, Published online: 12 Mar 2019

References

  • Abusharar, S. W., Zheng, J. J., & Chen, B. G. (2009). Finite element modeling of the consolidation behavior of multi-column supported road embankment. Computers and Geotechnics, 36(4), 676–685. doi:10.1016/j.compgeo.2008.09.006
  • Castro, J., & Sagaseta, C. (2009). Consolidation around stone columns. Influence of column deformation. International Journal for Numerical and Analytical Methods in Geomechanics, 33(7), 851–877. doi:10.1002/nag.745
  • Deb, K., & Behera, A. (2017). Rate of consolidation of stone column-improved ground considering change in permeability and compressibility during consolidation. Applied Mathematical Modelling, 48, 548–566. doi:10.1016/j.apm.2017.04.016
  • Gong, X. N., Tian, X. J., & Hu, W. T. (2015). Simplified method for predicating consolidation settlement of soft ground improved by floating soil-cement column. Journal of Central South University, 22(7), 2699–2706. doi:10.1007/s11771-015-2800-7
  • Gray, H. (1945). Simultaneous consolidation of contiguous layers of unlike compressible soils. Transactions, ASCE, 110, 1327–1356.
  • Han, J. (2015). Recent research and development of ground column technologies. Ground Improvement, 168(4), 246–264. doi:10.1680/grim.13.00016
  • Hou, Y. F., & Gong, X. N. (2000). The permeability of cement- treated soil. Journal of Zhejiang University (Engineering Science), 34(2), 189–193 (in Chinese).
  • Kawasaki, T., Suzuki, Y., & Suzuki, Y. (1981). On the deep mixing chemical mixing method using cement hardening agent (Technical Research Report 26). Takenaka, Japan, 13–42.
  • Liang, F. Y., Chen, L. Z., & Shi, X. G. (2003). Numerical analysis of composite piled raft with cushion subjected to vertical load. Computers and Geotechnics, 30(6), 443–445. doi:10.1016/S0266-352X(03)00057-0
  • Lorenzo, G. A., & Bergado, D. T. (2003). New consolidation equation for soil cement pile improved ground. Canadian Geotechnical Journal, 40(2), 265–275. doi:10.1139/t02-114
  • Lu, M. M., Jing, H. W., Zhou, Y., & Xie, K. H. (2017). General analytical model for consolidation of stone column–reinforced ground and combined composite Ground. International Journal of Geomechanics, 17(16), 04016131-1-18. doi:10.1061/(ASCE)GM.1943-5622.0000836
  • Lu, M. M., Xie, K. H., & Guo, B. (2010). Consolidation theory for a composite foundation considering radial and vertical flows within the column and the variation of soil permeability within the disturbed soil zone. Canadian Geotechnical Journal, 47(2), 207–217. doi:10.1139/T09-086
  • Lu, M. M., Xie, K. H., Wang, S. Y., & Li, C. X. (2013). Analytical solution for the consolidation of a composite foundation reinforced by an impervious column with an arbitrary stress increment. International Journal of Geomechanics, 13(1), 33–40. doi:10.1061/(ASCE)GM.1943-5622.0000176
  • Miao, L., Wang, X., & Kavazanjian, E. Jr. (2008). Consolidation of a double-layered compressible foundation partially penetrated by deep mixed columns. Journal of Geotechnical and Geoenvironmental Engineering, 134(8), 1210–1214. doi:10.1061/(ASCE)1090-0241(2008)134:8(1210)
  • Moayed, R. Z., Izadi, E., & Mehrad, M. (2013). 3D finite elements analysis of vertically loaded composite piled raft. Journal of Central South University, 20(6), 1713–1723. doi:10.1007/s11771-013-1664-y
  • Terzaghi, K. (1943). Theoretical soil mechanics. New York, NY: Wiley.
  • Wang, G. (2009). Consolidation of soft clay foundation reinforced by stone columns under time-dependent loadings. Journal of Geotechnical and Geoenvironmental Engineering, 135(12), 1922–1931. doi:10.1061/(ASCE)GT.1943-5606.0000178
  • Wang, X. Z., Zheng, J. J., & Yin, J. H. (2010). On composite foundation with different vertical reinforcing elements under vertical loading: a physical model testing study. Journal of Zhejiang University (Science A), 11(2), 80–87. doi:10.1631/jzus.A0900252
  • Wang, A. H., Zhang, D. W., & Deng, Y, G. (2018). Lateral response of single piles in cement-improved soil: numerical and theoretical investigation. Computers and Geotechnics, 102, 164–178. doi:10.1016/j.compgeo.2018.06.014
  • Wijerathna, M., Liyanapathirana, D. S., & Leo, C. J. (2017). Analytical solution for the consolidation behavior of deep cement mixed column–improved ground. International Journal of Geomechanics, ASCE, 17(9), 04017065-1-10. doi:10.1061/(ASCE)GM.1943-5622.0000954
  • Xie, K. H. (1994). Theory of one dimensional consolidation of double-layer ground and its applications. Chinese Journal of Geotechnical Engineering, 16(5), 24–36 (in Chinese).
  • Xie, K. H., Lu, M. M., Hu, A. F., & Chen, G. H. (2009). A general theoretical solution for the consolidation of a composite foundation. Computers and Geotechnics, 36(1-2), 24–30. doi:10.1016/j.compgeo.2008.02.012
  • Yan, F. X., & Huang, X. Z. (2014). Experiment research of bearing behavior on lime-soil pile and CFG pile rigid-flexible pile composite subgrade. In Proceedings of the Geo- Shanghai 2014 International Conference, Shanghai, China, ASCE Geotechnical Special Publication (GSP 238), 40–48.
  • Yang, T., & Li, C. (2018). Consolidation analysis of stone column-impervious pile composite ground underneath rigid foundation considering radial and vertical flows within stone columns. Chinese Journal of Rock Mechanics and Engineering, 37(11), 2631–2640 (in Chinese).
  • Yang, T., Yang, J. Z., & Ni, J. (2014). Analytical solution for the consolidation of a composite ground reinforced by partially penetrated impervious columns. Computers and Geotechnics, 57, 30–36. doi:10.1016/j.compgeo.2014.01.001
  • Yang, Z., Zhou, G. Q., Lu, M. M., & Shi, X. Y. (2018). Analytical solution for the consolidation process of a stone-column reinforced foundation under partially drained boundaries. International Journal of Geomechanics, 18(1), 06017023-1-6. doi:10.1061/(ASCE)GM.1943-5622.0001053
  • Zheng, G., Liu, S. Y., & Chen, R. P. (2009). State of advancement of column-type reinforcement element and its application in China. In: Proceedings of the US-China Workshop on Ground Improvement Technology, Orlando, USA, ASCE Geotechnical Special Publication (GSP 188), 12–25.
  • Zheng, J. J., Abusharar, S. W., & Wang, X. Z. (2008). Three-dimensional nonlinear finite element modelling of composite foundation formed by CFG-lime piles. Computers and Geotechnics, 35(4), 637–643. doi:10.1016/j.compgeo.2007.10.002
  • Zheng, J. J., Abusharar, S. W., & He, C. (2009). Design theory and application of CFG-lime piles composite ground. In: Proceedings of the 6th International Conference on ground improvement techniques, Coimbra, Portugal, 651–656.
  • Zheng, J. J., Liu, Y., Pan, Y. T., & Hu, J. (2018). Statistical evaluation of the load-Settlement response of a multicolumn composite foundation. International Journal of Geomechanics, 18(4), 04018015–1-8 doi:10.1061/(ASCE)GM.1943-5622.0001124.
  • Zou, S., Liu, W. Z., Zhang, R. K., Zhang, H., & Zhang, J. H. (2014). Bearing behavior of composite foundation with rigid flexible and long-short piles under embankment load. Journal of Southwest Jiaotong University, 49(3), 379–385 (in Chinese).

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