Open Access
Issue
MATEC Web Conf.
Volume 337, 2021
PanAm-Unsat 2021: 3rd Pan-American Conference on Unsaturated Soils
Article Number 04001
Number of page(s) 12
Section Tailings and Waste Disposal
DOI https://doi.org/10.1051/matecconf/202133704001
Published online 26 April 2021
  1. D.G. Fredlund & H. Raharjo (1993b). The roleof unsaturated soil behavior in geotechnical engieering practice. Eleventh Southeast Asia Geotechnical Engineering Conference, 4-8 May, Singapore. Pp37-50. [Google Scholar]
  2. D.G. Fredlund & H. Raharjo (1993a). Soil Mechanics for unsaturated soils. John Wiley & ons, Inc, New York. [Google Scholar]
  3. K.-B. Chin, E-C. Leong & H. Rahardjo (2010). A simplified method to estimate the soil-water Characteristic curve. C Characteristics curve. Can. Geotech. Jour. 47: 1382–1400 (2010) doi: 10.1139T10-033 [Google Scholar]
  4. H. Tao, C. Chen, P. Jiang & L. Tang (2017). Soil water characteristic curves based on particle analysis. Procedia Engineering 174 (2017) 1289–1295, doi: 10.1016/j.proeng. 2017.01.273 [Google Scholar]
  5. K-K. Phoon, A. Santoso & Y. Cheng (2008). Probabilistic Analysis of Soil Water Characteristic Curves from Sandy Clay Loam. (ASCE) GeoCongress 2008: Characterization, Monitoring, and, Modelling of Geosystems. 917-925 [Google Scholar]
  6. K-K. Phoon, A. Santoso & S-T. Quek (2010). Probabilistic Analysis of Soil-Water Characteristic Curves. (ASCE) Journ. of Geotech. and Geoenviron. Engin. 136(3): 445-455. DOI: 10.1061/_ASCE_GT.1943-5606.0000222 [Google Scholar]
  7. K.R. Mahmood & A.H. Abdul Kareem (2010). Nature of Soil-Water Characteristics Curves (SWCC) for Soils from Anbar Governorate. Arab. Journ. of Engin. Sci. 3(1) 62-80. [Google Scholar]
  8. M. Wang, L. Kong & M. Zang (2015). Effects of sample dimensions and shapes on measuring soil-water characteristic curves using pressure plate. Journ. of Rock Mechan. and Geotech. Engin. 7 (2015) 463e468. http://dx.doi.org/10.1016/j.jrmge.2015 .01.002 [Google Scholar]
  9. R.H. Brooks & A.T. Corey (1964). “Hydraulic properties of porous media”, Colorado State University, Hydrology Paper No.3, Fort Collins, Colorado. [Google Scholar]
  10. M.T. van Genuchten (1980). A closed form equation for predicting the hydraulic conductivity of unsaturated soils’. Soil Sci. Socie. of Amer. Journ. 44, 892-898. [Google Scholar]
  11. D.G. Fredlund & A. Xing (1994). “Equations for soil water-characteristic curve”. Can. Geotech. Journ. 31, Pp521-532. [Google Scholar]
  12. K.J. Osinubi & A.A. Amadi (2010). Variations in Soil Water Characteristic Curves of Lateritic Soil Treated with Bentonite. Experimental and Applied Modeling of Unsaturated Soils (ASCE) Geotech. Spec. Publi. No. 202. 88-95. [Google Scholar]
  13. T.Y. Elkady A., Al-Mahbashi, M. Dafalla & M. Al-Shamrani (2017). Effect of compaction state on the soil water characteristic curves of sand–natural expansive clay mixtures. Europ. Journ. of Environ. and Civil Engin. 21: 3, 289-302, DOI:10.1080/ 1964818 9.2015.1112844. [Google Scholar]
  14. C.E., Zapata, W.N. Houston, S.L. Houston & K.D. Walsh (2000). Soil-Water Characteristic Curve Variability. Advances in an unsaturated soils. Geo-Denver 2000 (ASCE) Geotech. Spec. Public. 84-124. [Google Scholar]
  15. E. Braudeau, G. Hovhannissian, A.T. Assi & R.H. Mohtar (2014). Soil water thermodynamic to unify water retention curve by pressure plates and tensiometer. Fron. in Earth Sci. 2(30) pp 1-12. doi: 10.3389 /feart.2014. 00030 [Google Scholar]
  16. A. Rahimi, H. Rahardjo & E. Leong (2015a). Effect of range of soil–water characteristic curve measurements on estimation of permeability function. Engin. Geol. 185 (2015) 96–104, http://dx. doi.org/10.1016/j.enggeo. 2014.11.017 [Google Scholar]
  17. N. Alsherif, A. Wayllace & N. Lu (2015). “Measuring the Soil Water–Retention Curve Under Positive and Negative Matric Suction Regimes,” Geotech. Testi. Journ. 38(4), 2015, pp. 442–451, doi:10.1520/GTJ20140258. ISSN 0149-6115 [Google Scholar]
  18. L. Li, C. Lin & Z. Zhang (2017). Utilization of shale-clay mixtures as a landfill liner material to retain heavy metals. Mater. and Desig. 114 (2017) 73–82. http://dx.doi. org/ 10.1016 /j.matdes.2016.10.046 [Google Scholar]
  19. S.K. Vanapalli, D.G. Fredlund, D.E. Pufahl & A.W. Clifton (1996). Model for the prediction of shear strength with respect to soil suction. Can. Geotec. Journ. 33: 379-392 [Google Scholar]
  20. L. Bo & C. Yulong (2016). Influence of Dry Density on Soil-Water Retention Curve of Unsaturated Soils and Its Mechanism Based on Mercury Intrusion Porosimetry. Transac. of Tian. Univ. 2016, 22: 268-272, DOI 10.1007/s12209-016-2744-5 [Google Scholar]
  21. S. Nazari, M.M. Hassanlourad, E. Chavoshi & A. Mirzaii (2018). Experimental Investigation of Unsaturated Silt-Sand Soil Permeability. Advan. in Civ. Engin. Volume 2018, Article ID 4946956, 12 pages. https://doi.org/10.1155/ 2018/4946956. [Google Scholar]
  22. N. Lu (2020). Unsaturated Soil Mechanics: Fundamental Challenges, Breakthroughs and Opportunities. (ASCE) Journ. of Geotech. and Geoenv. Engin. 2020, 146(5): 02520001-9. https://doi. org/ 10.1061/(ASCE)GT.1943-5606. 0002233 [Google Scholar]
  23. M. Cheesbrough (2006). District Laboratory Practice in Tropical Countries Part 2 Second Edition Cambridge University Press, New York [Google Scholar]
  24. B.M. Mortenson, M.J. Haber, J.T. Dejong, L.F. Caslake & D.C. Nelson (2011). ‘Effects of environmental factors on microbial-induced calcite precipitation. Appl. Microbiol., 111 (2), 338–349. DOI: 10.1111/j1365-2672-2011.05065x [Google Scholar]
  25. K. Feng, B.M. Montoya & T.M. Evans (2014). ‘Numerical investigation of microbial induced cemented sand mechanical behaviour. Pro. Geo-Congress 2014: Technical Papers, ASCE, Geotech. Spec. Public. 234, 1644-1653. [Google Scholar]
  26. K. Rowshanbakht, M. Kamehchiyan, R.H. Sajedi & M.R. Nikudel (2016). ‘Effects of injected bacterial suspension volume and relative density on carbonate precipitation resulting from microbial treatment. Eco. Engin. 89 49–55. Dx.doi.org/ 10.1016/j.ecoleng.2016.01.010. [Google Scholar]
  27. J.T. Dejong, M.B. Fritzges & K. Nusslein (2006). ‘Microbial induced cementation to control sand response to undrain shear. ASCE, Journ. of Geotech. And Geoenv. Engin. 132 (11), 1381–1392. DOI: 10.1061/ (ASCE) 1090-0241 (2006)132:11 (1381). [Google Scholar]
  28. C.J. Miller, N. Vesiller, K. Yaldo & S. Merayyan (2002). “Impact of soil type and compaction conditions on soil water characteristics”. ASCE,Journ. of Geotech. and Geoenv. Engin.. 128 (9) 733-742. [Google Scholar]
  29. E.C. Leong & H. Rahardjo (1997). ‘Review of soil water characteristic curve equations’. ASCE, Journ. of Geotech. and Geoenv. Engin. 123(12), 1106-1117 [Google Scholar]
  30. A. Corey (1994). Mechanics of immiscible fluids in porous media. Water Resources Publications, Highlands Ranch, Colo. Dolinar, B. (2015) Prediction of the soil-water characteristic curve based on the specific surface area of fine-grained soils. Bull Eng Geol Environ (2015) 74:697–703 DOI 10.1007/ s10064-014-0664-y [Google Scholar]
  31. K.J. Osinubi & A.O. Eberemu (2010). ‘’Soil water characteristic curve parameters of compacted lateritic soil treated with bagasse ash. ‟ Geotech. Spec. Public. (GSP) ASCE. In: Experimental and Applied Modeling of Unsaturated Soils. Edited by Laureano R. Hoyos, Xiong Zhang and Anand J. Puppala, GSP 202: 79–87. DOI 10.1061/41103(376)11. [Google Scholar]
  32. AASHTO (1986). Standard Specifications for Transport Materials and Methods of Sampling and Testing. 14th Edition, American Association of State Highway and Transport Officials (AASHTO), Washington, D.C [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.