Open Access
Issue
E3S Web Conf.
Volume 276, 2021
2021 5th International Conference on Water Conservancy, Hydropower and Building Engineering (WCHBE 2021)
Article Number 02016
Number of page(s) 6
Section Research on Building Structure and Construction Technology
DOI https://doi.org/10.1051/e3sconf/202127602016
Published online 23 June 2021
  1. Terzaghi. Theoretical Soil Mechanics[M]. Wiley, New York. 1943. [Google Scholar]
  2. Davis E.H., Raymond G.P. (1965). A nonlinear theory of consolidation[J]. Geotechnique, 15(2): 161–173. [CrossRef] [Google Scholar]
  3. Barden L., Berry P.L. (1965). Consolidation ofnormally consolidated clay[J]. Journal of the Soil Mechanics and Foundation Division, ASCE, 91(SM5): 15–35. [CrossRef] [Google Scholar]
  4. Gibson, R. E., England, G. L. and Hussey, M.J.L. (1967). The theory of one-dimensional consolidation of saturated clays, 1. Finite nonlinear consolidation of thin Homogeneous layers[J]. Geotechnique, 17(3), 261–273. [CrossRef] [Google Scholar]
  5. Mesri G., Rokhsar A. (1974). Theory of consolidation for clays[J]. Journal of Geotechnical Engineering, ASCE, 100(8): 889–904. [Google Scholar]
  6. Lekha, K.R., Krishnaswamy, N.R. and Basak, P. (2003). Consolidation of clays for variable permeability and compressibility[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(11):1001–1009. [Google Scholar]
  7. S. Hansbo, M. Jamiolkowski (1981). Consolidation by vertical drains[J]. Geotechnique, 31 (31) :45–66 [Google Scholar]
  8. B. Indraratna, C. Rujikiatkamjorn, I. Sathananthan (2005). Radial consolidation of clay using compressibility indices and varying horizontal permeability[J]. Canadian Geotechnical Journal, 42(5): 1330–1341. [Google Scholar]
  9. Huang C.X., Deng Y.B. (2016). Consolidation theory for prefabricated vertical drains with elliptic cylindrical assumption[J]. Computers and Geotechnics,77(1): 156–166. [Google Scholar]
  10. Mengmeng Lu, Shanyong Wang, Scott W. Sloan, et al. (2015). Nonlinear consolidation of vertical drains with coupled radial-vertical flow considering well resistance [J]. Geotextiles & Geomembranes, 43 (2) :182–189 [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.