Open Access
E3S Web Conf.
Volume 9, 2016
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
Article Number 09012
Number of page(s) 5
Section Advances in Experimental Methods: Mechanical Properties
Published online 12 September 2016
  1. Alonso, E.E., Gens, A., and Josa, A. A constitutive model for partially saturated soils. Géotechnique, 40(3), 405–530, (1990). [CrossRef] [Google Scholar]
  2. Blatz, J. A., Graham, J., and Chandler, N. A. “Influence of suction on the strength and stiffness of compacted sand-bentonite.” Canadian Geotechnical Journal, 39, 1005–1015, (2002). [CrossRef] [Google Scholar]
  3. Estabragh, A. R., Javadi, A. A., and Boot, J. C. “Ef-fect of compaction pressure on consolidation behavior of unsaturated silty soil.” Canadian Geotechnical Journal, 41(3), 540–550, (2004). [CrossRef] [Google Scholar]
  4. Hoyos, L. R., Perez-Ruiz, Diego D. and Puppala, A.J. Modeling unsaturated soil response under suction-controlled true triaxial stress paths. International Jour-nal of Geomechanics, ASCE. 12 (3), 292–308, (2012). [CrossRef] [Google Scholar]
  5. Jotisankasa, A., Coop, M., and Ridley, A. “The me-chanical behaviour of an unsaturated compacted silty clay.” Géotechnique, 59(5), 415–428, (2009). [Google Scholar]
  6. Likos, W. J. “User Manual automated relative humidity control system,” (2012). [Google Scholar]
  7. Likos, W. J. and Lu, N. “Automated humidity system for measuring total suction characteristics of clay.” Geotechnical Testing Journal, ASTM, (2), 1–12, (2003). [Google Scholar]
  8. Mahalinga-Iyer, U. and Williams, D. J. “Unsaturated strength behavior of compacted lateritic soils.” Géotechnique, 45(2), 317–320, (1985). [CrossRef] [Google Scholar]
  9. Nishimura, T., Toyota, H., Vanapalli, S. K. and Won, O. T. “Determination of the shear strength behavior of an unsaturated soil in the high suction range using vapor pressure technique.” Proc. of the Ist European Conference on Unsaturated Soils. Unsaturated Soils: Advances in Geo-Engineering, Toll et al. (eds) CRC Press: Taylor and Francis Group, 441–447, (2008). [Google Scholar]
  10. Nishimura, T. and Vanapalli, S. K. “Volume change and shear strength behavior of an unsaturated soil with high soil suction.” 16th International Conference on Soil Mechanics and Geotechnical Engineering, 563–566, (2005). [Google Scholar]
  11. Nishimura, T. and Fredlund, D. G. “A new triaxial apparatus for high total suction using relative humidi-ty control.” 12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Leung et al. (eds), World Scientific Publishing, (2003). [Google Scholar]
  12. Patil, U. D., Hoyos, L. R., and Puppala, A. J. “Suita-ble shearing rate for triaxial testing of intermediate soils under vapor controlled medium to high suction range.” IFCEE 2015, ASCE, 2141–2150, (2015). [CrossRef] [Google Scholar]
  13. Patil, U. D., Puppala, A. J., and Hoyos, L. R. “As-sessment of suitable loading rate for suction-controlled triaxial testing on compacted silty sand via axis-translation technique.” Geo-Congress 2014, GSP 234, ASCE, 1307–1316, (2014). [Google Scholar]
  14. Patil, U. D. “Response of unsaturated silty sand over a wider range of suction states using a novel double-walled triaxial testing system.” Ph.D. dissertation, Univ. of Texas at Arlington, Arlington, TX, (2014). [Google Scholar]
  15. Toll, D.G., and Ong, B.H. “Critical state parameters for an unsaturated residual sandy clay.” Géotech-nique, 53(1), 93–103, (2003). [Google Scholar]
  16. Toll, D.G.“A framework for unsaturated soil behaviour.” Géotechnique, 40(1), 31–44, (1990). [Google Scholar]
  17. Vanapalli, S. K., and Fredlund, D. G. Comparison of different procedures to predict unsaturated soil shear strength.” Advances in Unsaturated Geotechnics, 195–209, (2000). [CrossRef] [Google Scholar]
  18. Zhang, X., and Li, L. “Limitations in the constitutive modeling of unsaturated soils and solutions.” Int. J. Geomech., 11(3), 174–185, (2011). [CrossRef] [Google Scholar]

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