Open Access
E3S Web Conf.
Volume 9, 2016
3rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
Article Number 14023
Number of page(s) 5
Section Mechanical Behaviour
Published online 12 September 2016
  1. E. Intrieri, GigliG., N. Casagli, NadimF., Brief communication “Landslide Early Warning System: toolbox and general concepts”, Nat. Hazards Earth Syst. Sci. 13, 85–90 (2013) [CrossRef]
  2. L. Picarelli, G. Urciuoli, C. Russo, Effect of groundwater regime on the behaviour of clayey slopes. Can. Geotech. J. 41(3), 467–484 (2004). [CrossRef]
  3. W. H. Schulz, J. P. McKenna, J. D. Kibler, g. Biavati, Relations between hydrology and velocity of a continuously moving landslide—evidence of pore-pressure feedback regulating landslide motion?. Landslides, 6(3), 181–190 (2009) [CrossRef]
  4. S. Bernardie, N. Desramaut, J. P. Malet, M. Gourlay, G. Grandjean, Prediction of changes in landslide rates induced by rainfall. Landslides, 1–14 (2014)
  5. G. Capparelli, P. Versace, Analysis of landslide triggering conditions in the Sarno area using a physically based model. Hydrol Earth Syst Sci. 18, 3225–3237 (2014) [CrossRef]
  6. G. Furuya, K. Sassa, H. Hiura, H. Fukuoka, Mechanism of creep movement caused by landslide activity and underground erosion in crystalline schist, Shikoku Island, southwestern Japan. Engineering geology, 53(3), 311–325 (1999). [CrossRef]
  7. W. Huang, D. Y. Liu, B. Y. Zhao, Y. B. Feng, Y. C. Xia, Study on the Rheological Properties and Constitutive Model of Shenzhen Mucky Soft Soil. J. Eng. Sci. Technol. Rev, 7(3), 55–61. (2014)
  8. X. L. Lai, S. M. Wang, W. M. Ye, Y. J. Cui, Experimental investigation on the creep behavior of an unsaturated clay. Can. Geotech. J. 51(6): 621–628 (2014) [CrossRef]
  9. R. I. Borja, Generalized creep and stress relaxation model for clays, J. Geotech. Eng, 118(11), 1765–1786 (1992) [CrossRef]
  10. Continuum Mechanics for Engineers, Second Edition. (1999)