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Original Articles

Model for large strain consolidation based on exponential flow law

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Pages 1159-1178 | Received 02 Aug 2018, Accepted 14 Jan 2019, Published online: 26 Feb 2019

References

  • Al-Tabbaa, A., & Wood, D. M. (1987). Some measurements of the permeability of kaolin. Géotechnique, 37(4), 499–514. doi:10.1680/geot.1987.37.4.499
  • Fox, P. J. (2007a). Coupled large strain consolidation and solute transport. I: Model development. Journal of Geotechnical and Geoenvironmental Engineering, 133(1), 3–15. doi:10.1061/(ASCE)1090-0241(2007)133:1(3)
  • Fox, P. J. (2007b). Coupled large strain consolidation and solute transport. II: Model verification and simulation results. Journal of Geotechnical and Geoenvironmental Engineering, 133(1), 16–29. doi:10.1061/(ASCE)1090-0241(2007)133:1(16)
  • Fox, P. J., & Berles, J. D. (1997). CS2: a piecewise‐linear model for large strain consolidation. International Journal for Numerical and Analytical Methods in Geomechanics, 21(7), 453–475. doi:10.1002/(SICI)1096-9853(199707)21:7<453::AID-NAG887>3.0.CO;2-B
  • Fox, P. J., Di Nicola, M., & Quigley, D. W. (2003). Piecewise-linear model for large strain radial consolidation. Journal of Geotechnical and Geoenvironmental Engineering, 129(10), 940–950. doi:10.1061/(ASCE)1090-0241(2003)129:10(940)
  • Fox, P. J., & Pu, H. (2012). Enhanced CS2 model for large strain consolidation. International Journal of Geomechanics, 12(5), 574–583. doi:10.1061/(ASCE)GM.1943-5622.0000171
  • Fox, P. J., Pu, H.-F., & Berles, J. D. (2014). CS3: Large strain consolidation model for layered soils. Journal of Geotechnical and Geoenvironmental Engineering, 140(8), 04014041. doi:10.1061/(ASCE)GT.1943-5606.0001128
  • Fox, P. J., & Qiu, T. (2004). Model for large strain consolidation with compressible pore fluid. International Journal for Numerical and Analytical Methods in Geomechanics, 28(11), 1167–1188. doi:10.1002/nag.382
  • Hansbo, S. (2001). Consolidation equation valid for both Darcian and non-Darcian flow. Géotechnique, 51(1), 51–54. doi:10.1680/geot.2001.51.1.51
  • Hansbo, S. (2003). Deviation from Darcy’s law observed in one-dimensional consolidation. Géotechnique, 53(6), 601–605. doi:10.1680/geot.2003.53.6.601
  • Indraratna, B., Zhong, R., Fox, P. J., & Rujikiatkamjorn, C. (2017). Large-strain vacuum-assisted consolidation with non-darcian radial flow incorporating varying permeability and compressibility. Journal of Geotechnical and Geoenvironmental Engineering, 143(1), 04016088. doi:10.1061/(ASCE)GT.1943-5606.0001599
  • Li, C.-X. (2012). Studies on one-dimensional consolidation theory for soft soils with nonlinear flow law (Doctor). Zhejiang University (in Chinese). doi:10.3724/SP.J.1235.2012.00250
  • Li, C.-X., Wang, C.-J., Lu, M.-M., Lu, J.-F., & Xie, K.-H. (2017). One-dimensional large-strain consolidation of soft clay with non-Darcian flow and nonlinear compression and permeability of soil. Journal of Central South University, 24(4), 967–976. doi:10.1007/s11771-017-3499-4
  • Li, C.-X., & Xie, K.-H. (2013a). Analysis of nonlinear large-strain consolidation of soft clay with exponential seepage flow law. Rock and Soil Mechanics, 34(10), 2991–2996 + 3010. (in Chinese). doi:10.16285/j.rsm.2013.10.041
  • Li, C.-X., & Xie, K.-H. (2013b). One-dimensional nonlinear consolidation of soft clay with the non-Darcian flow. Journal of Zhejiang University Science A, 14(6), 435–446. doi:10.1631/jzus.A1200343
  • Li, C.-X., Xie, K.-H., Hu, A.-F., & Hu, B.-X. (2012). One-dimensional consolidation of double-layered soil with non-Darcian flow described by exponent and threshold gradient. Journal of Central South University, 19(2), 562–571. doi:10.1007/s11771-012-1040-3
  • Li, C.-X., Xie, K.-H., & Wang, K. (2010). Analysis of 1D consolidation with non-Darcian flow described by exponent and threshold gradient. Journal of Zhejiang University-SCIENCE A, 11(9), 656–667. doi:10.1631/jzus.A0900787
  • Nagaraj, T., Pandian, N., & Raju, P. N. (1994). Stress-state—Permeability relations for overconsolidated clays. Géotechnique, 44(2), 349–352. doi:10.1680/geot.1994.44.2.349
  • Pu, H.-F., Fox, P. J., & Liu, Y. (2013). Model for large strain consolidation under constant rate of strain. International Journal for Numerical and Analytical Methods in Geomechanics, 37(11), 1574–1590. doi:10.1002/nag.2100
  • Qi, T., Xie, K.-H., Hu, A.-F., & Zhang, Z-Q. (2007). Laboratorial study on non-Darcy seepage in Xiaoshan clay. Journal of Zhejiang University (Engineering Science), 06, 1023–1028 (in Chinese).
  • Schmidt, J. D., & Westmann, R. A. (1973). Consolidation of porous media with non-Darcy flow. Journal of Engineering Mechanics, 99, 1201–1216.
  • Slepicka, F. (1960). Contribution to the solution of the filtration law. International Union of Geodesy and Geophysics, Commission of Subterranean Waters. Helsinkl:[sn], pp. 245–258.
  • Walker, R., Indraratna, B., & Rujikiatkamjorn, C. (2012). Vertical drain consolidation with non-Darcian flow and void-ratio-dependent compressibility and permeability. Géotechnique, 62(11), 985–997. doi:10.1680/geot.10.P.084
  • Zhou, F. X., He, Y. M., & Xin, Y. (2014). Analysis of one-dimensional consolidation of non-homogeneous layer with exponential flow law. Applied Mechanics and Materials. doi:10.4028/www.scientific.net/AMM.638-640.374

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