Open Access
Issue
MATEC Web Conf.
Volume 337, 2021
PanAm-Unsat 2021: 3rd Pan-American Conference on Unsaturated Soils
Article Number 03001
Number of page(s) 8
Section Slopes, Embankments, Roads, and Foundations
DOI https://doi.org/10.1051/matecconf/202133703001
Published online 26 April 2021
  1. C. Alvarenga, P. Haji Abdulzaragh, M. T. Hendry (2020). Monitoring of the change of moisture beneath a railway embankment and the effectiveness of a wicking geotextile. Proceedings of the 73rd CGS Conference, GeoVirtual 2020, Calgary, September 14, 2020. [Google Scholar]
  2. B. J. Blanchard, M. J. Mcfarland, M. J., T. J. Schmugge, & E. Rhoades (1981). Estimation of Soil Moisture with API Algorithms and Microwave Emission. Journal of the American Water Resources Association, 17(5), 767–774. DOI: 10.1111/j.1752-1688.1981.tb01296. [Google Scholar]
  3. B. Bulut, M. Yilmaz, M. H. Afshar, Ü. Şorman, I. Yucel, M. Cosh, & O. Şimşek (2019). Evaluation of Remotely Sensed and Model-Based Soil Moisture Products According to Different Soil Type, Vegetation Cover and Climate Regime Using Station-Based Observations over Turkey. Remote Sensing 11. DOI: 10.3390/rs11161875 [Google Scholar]
  4. Environment and Climate Change Canada (ECCC) (2020). Historical Data: 2008-2018. Accessed April 09, 2020, from https://climate.weather.gc.ca/historical_data/search_historic_data_e.html. [Google Scholar]
  5. D. G. Fredlund, N. R. Morgenstern, & R. A. Widger (1978). The shear strength of unsaturated soils. Accessed April 17, 2020, from https://www.nrcresearchprdoi/10.1139/t78-029. [Google Scholar]
  6. D. G. Fredlund, H. Rahardjo & M. D. Fredlund (2012). Unsaturated Soil Mechanics in Engineering Practice. New York, NY: John Wiley & Sons Inc. doi: 10.1002/9781118280492. [Google Scholar]
  7. D. G. Fredlund, A. Xing (1994). Equations for the soil-water characteristic curve. Canadian Geotechnical Journal, 31(4), 521-532. [Google Scholar]
  8. Y. Gwak & S. Kim. (2016). Factors affecting soil moisture spatial variability for a humid forest hillslope. Accessed April 20, 2020, from https://onlinelibrary.wiley.com/doi/abs/10.1002/hyp.11039. [Google Scholar]
  9. B. Indraratna, W. Salim, & C. Rujikiatkamjorn (2011). Advanced Rail Geotechnology: Ballasted Track (1st ed.). Boca Raton: CRC Press/Taylor & Francis Group. DOI: 10.1201/b10861. [Google Scholar]
  10. M. A. Kohler & R. K. Linsley (1951). Predicting the Runoff from Storm Rainfall. Accessed April 18, 2020, https://www.nrc.gov/docs/ML0819/ML081900279.pdf. [Google Scholar]
  11. D. Li, J. Hyslip, T. Sussmann & S. Chrismer. (2002). Railway Geotechnics (1st ed.). London: CRC Press. DOI: 10.1201/b18982. [Google Scholar]
  12. K. R. Rushton & G. Ghataora (2014). Design for efficient drainage of railway track foundations. In Proceedings of the Institution of Civil Engineers-Transport (Vol. 167, No. 1, pp. 3-14). Thomas Telford Ltd. [Google Scholar]
  13. M. Sturm, B. Taras, G. E. Liston, C. Derksen, T. Jonas & J. Lea (2010). Estimating Snow Water Equivalent Using Snow Depth Data and Climate Classes. Journal of Hydrometeorology, 11(6), 1380-1394. DOI: 10.1175/2010jhm1202.1 [Google Scholar]
  14. Tencate Geosynthetics (2015). Mirafi® H2Ri Woven Geosynthetic for improved Soil Stabilization and Base Course Reinforcement through Continuous Moisture Management. Accessed April 30, 2019, https://www.tencategeo.us/en-us/products/woven-geotextiles/mirafi-h2ri. [Google Scholar]
  15. Tencate Geosynthetics (2018). Mirafi® RS580i. Accessed April 30, 2019, https://www.tencategeo.us/en-us/products/woven-geotextiles/mirafi-rsi-series. [Google Scholar]
  16. F. Wang, J. Han, X. Zhang & J. Guo (2017). Laboratory tests to evaluate effectiveness of wicking geotextile in soil moisture reduction. Geotextiles and Geomembranes, 45(1), 8-13. DOI: 10.1016/j.geotexmem.2016.08.002. [Google Scholar]

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