Open Access
Issue
E3S Web Conf.
Volume 9, 2016
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
Article Number 15003
Number of page(s) 6
Section Slopes Stability
DOI https://doi.org/10.1051/e3sconf/20160915003
Published online 12 September 2016
  1. Brachman, R.W.I. and Krushelnitzky, R.P. 2005. Response of a landfill drainage pipe buried in a trench. Canadian Geotechnical Journal, 42(3): 752–762. [CrossRef] [Google Scholar]
  2. Fredlund, D.G., Xing, A. and Huang, S. 1994. Predicting the permeability function for unsaturated soils using the soil-water characteristic curve. Canadian Geotechnical Journal, 31(3): 521–532. [CrossRef] [Google Scholar]
  3. Occupational Safety and Health Administration (OSHA). 1990. Analysis of construction fatalities - OSHA Data Base 1985–1989. [Google Scholar]
  4. Garven, E. and Vanapalli, S.K. 2006. Evaluation of empirical procedures for predicting the shear strength of unsaturated soils. Proc. of the 4th International Conference on Unsaturated Soils, Carefree, Ariz., 2-6 April 2006, 2: 2570–2581. [Google Scholar]
  5. Oh, W.T. and Vanapalli, S.K. 2013. Interpreting the bearing capacity of unsaturated fine-grained soils using modified effective and total stress approaches. International Journal of Geomechanics, 13(6): 769–778. [CrossRef] [Google Scholar]
  6. Oshati, O. S., Valsangkar, A. J., Schriver, A. B. 2012. Performance of two cast-in-place box culverts under high embankments. Canadian Geotechnical Journal, 49(12): 133–346. [Google Scholar]
  7. Seepage modeling with SEEP/W (2012). Geo-Slope International Ltd. [Google Scholar]
  8. Tomboy, O., De Vos, M., Charlier, R., Maertens, J., and Verbrugge, J.-C. Shear strength of unsaturated soil and its influence on slope stability. Proc. of the 1st European Conference, E-UNSAT 2008, 2-4 July 2008, Durham, United Kingdom: 459–464. [Google Scholar]
  9. Tu, X.B. Kwong, A.K.L., Dai, F.C. Tham, L.G. and Min, H. 2009. Field monitoring of rainfall infiltration in a loess slope and analysis of failure mechanism of rainfall-induced landslides. Engineering Geology, 105(1-2): 134–150. [CrossRef] [Google Scholar]
  10. Van Alboom, G. and Whenham, V. 2003. Soil investigation campaign at Limelette (Belgium): Results. Proc. of the 2nd Symposium on Screw Piles, May 7, Brussels, Belgium, 1: 21–70. [Google Scholar]
  11. Vanapalli, S.K., Fredlund, D.G., Pufahl, D.E. and Clifton, A.W. 1996. Model for the prediction of shear strength with respect to soil suction. Canadian Geotechnical Journal, 33(3): 379–392. [CrossRef] [Google Scholar]
  12. Vanapalli, S.K. and Oh, W.T. 2012. Stability analysis of unsupported vertical trenches in unsaturated soils. Proc. of Geo-Congress 2012, ASCE, 25-29 March 2012, Oakland, CA: 2502–2511. [Google Scholar]
  13. Whenham, V., De Vos, V., Legrand, C., Charlier, R., Maertens, J. and Verbrugge, J.-C. 2007. Influence of soil suction on trench stability. Proc. of the 2nd International Conference on Mechanics of Unsaturated Soils, Weimar, Germany March 7-9, 2007: 495–501. [Google Scholar]
  14. Widisinghe, S. and Sivakugan, N. 2014. Vertical stress isobars for trenches and mine stopes containing Granular Backfills. International Journal of Geomechanics, 14(2): 313–318. [CrossRef] [Google Scholar]

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