Geomechanics and Engineering

  • 제2권2호
  • /
  • Pages.157-160
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  • 2010
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Consolidation of thick clay layer by radial flow - non-linear theory

  • Ayub Khan, P. (Department of Civil Engineering, J.N.T.U. College of Engineering) ;
  • Madhav, M.R. (Department of Civil Engineering, J.N.T.U. College of Engineering) ;
  • Saibaba Reddy, E. (Department of Civil Engineering, J.N.T.U. College of Engineering)
  • 투고 : 2009.09.04
  • 심사 : 2010.03.17
  • 발행 : 2010.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

키워드

참고문헌

  1. Barron, R.A. (1948), "Consolidation of fine grained soils by drain wells", Trans. ASCE, 113(2346), 718-754.
  2. Basak, P. and Madhav, M.R. (1978), "Analytical solution of sand drained problems", J. Geotech. Eng. - ASCE, 104(1), 129-135.
  3. Conte, E. and Troncone, A. (2009), "Radial consolidation with vertical drains and general time-dependent loading", Can. Geotech. J., 46, 25-36. https://doi.org/10.1139/T08-101
  4. Davis, E.H. and Raymond, G.P. (1965), "A non-linear theory of consolidation", Geotechnique, 15(2), 161-173. https://doi.org/10.1680/geot.1965.15.2.161
  5. Hansbo, S. (1981), "Consolidation of fine grained soils by prefabricated drains", Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, Sweden, June, 3, 667-682.
  6. Indraratna, B., Bamunawita, C., Redana, I.W. and McIntosh, G. (2003), "Modeling of prefabricated vertical drains in soft clay and evaluation of their effectiveness in practice", Ground. Improvement, 7(3), 127-137. https://doi.org/10.1680/grim.2003.7.3.127
  7. Indraratna, B., Rujikiatkamjorn, C. and Sathananthan, I. (2005a), "Radial consolidation of clay using compressibility indices and varying horizontal permeability", Can. Geotech. J., 42(5), 1330-1341. https://doi.org/10.1139/t05-052
  8. Indraratna, B., Sathananthan, I., Rujikiatkamjorn, C. and Balasubramaniam, A.S. (2005b), "Analytical and numerical modeling of soft soil stabilized by prefabricated vertical drains incorporating vacuum preloading", Int. J. Geomech., 5(2), 114-124. https://doi.org/10.1061/(ASCE)1532-3641(2005)5:2(114)
  9. Indraratna, B., Rujikiatkamjorn, C. and Chu, J. (2007), "Soft clay stabilization with geosynthetic vertical drains beneath road and railway embankments: a critical review of analytical solutions and numerical analysis", Adv. Measurement Model. Soil Behavior (GSP173), 236, 7.
  10. Rujikiatkamjorn, C., Indraratna, B. and Chu, J. (2008), "2D and 3D numerical modeling of combined surcharge and vacuum preloading with vertical drains", Int. J. Geomech., 8(2), 114-156. https://doi.org/10.1061/(ASCE)1532-3641(2008)8:2(114)
  11. Teh, C.I. and Nie, X. (2002), "Coupled consolidation theory with non-Darcian flow", Comput. Geotech., 29(3), 169-209. https://doi.org/10.1016/S0266-352X(01)00022-2
  12. Walker, R., Indraratna, B. and Sivakugan, N. (2009), "Vertical and radial consolidation analysis of multilayered soil using the spectral method", J. Geotech. Geoenviron. Eng. - ASCE, 135(5), 657-663. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000075

피인용 문헌

  1. Evaluation of preconsolidation stress by shear wave velocity vol.7, pp.4, 2011, https://doi.org/10.12989/sss.2011.7.4.275
  2. An experimental procedure for evaluating the consolidation state of marine clay deposits using shear wave velocity vol.7, pp.4, 2010, https://doi.org/10.12989/sss.2011.7.4.289
  3. Free strain analysis of the performance of vertical drains for soft soil improvement vol.13, pp.6, 2017, https://doi.org/10.12989/gae.2017.13.6.963