235
Views
1
CrossRef citations to date
0
Altmetric
Comment

Discussion of (anisotropic hydraulic conductivity and critical hydraulic gradient of a crushed sandstone–mudstone particle mixture)

, &
Pages 199-201 | Received 29 Jan 2017, Accepted 15 Feb 2017, Published online: 07 Apr 2017

References

  • Aberg, B. 1992. Void ratio of noncohesive soils and similar materials. Journal of Geotechnical Engineering 118 (9):1315–33. doi:10.1061/(asce)0733-9410(1992)118:9(1315)
  • Fener, M., and N. Yesiller. 2013. Vertical pore structure profile of a compacted clayey soil. Engineering Geology 166:204–15. doi:10.1016/j.enggeo.2013.08.001
  • Fukushima, S., and T. Ishii. 1986. An experimental study of the influence of the confining pressure on permeability coefficient of filldam core material. Soils and Founadations 26 (4):32–46. doi:10.3208/sandf1972.26.4_32
  • Hatanaka, M., A. Uchida, Y. Taya, N. Takehara, T. Hagisawa, N. Sakou, and S. Ogawa. 2001. Permeability characteristics of high-quality undisturbed gravelly soils measured in laboratory tests. Soils and foundations 41 (3):45–55. doi:10.3208/sandf.41.3_45
  • Liu, J. 2005. Seepage control of earth-rock dams: theoretical basis, engineering experiences and lessons (in Chinese). Beijing: China Waterpower Press, 219.
  • Masad, E., B. Muhunthan, and N. Martys. 2000. Simulation of fluid flow and permeability in cohesionless soils. Water Resources Research 36 (4):851–64. doi:10.1029/1999wr900348
  • Wan, C. F., and R. Fell. 2004. Experimental investigation of internal instability of soils in embankment dams and their foundations. UNICIV Report No. R-429, the University of New South Wales, Sydney, Australia, 223.
  • Wang, J. J., and Z. F. Qiu. 2017. Anisotropic hydraulic conductivity and critical hydraulic gradient of a crushed sandstone–mudstone particle mixture. Marine Georesources & Geotechnology 35 (1):89–97. doi:10.1080/1064119X.2015.1103825

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.