Open Access
Issue
E3S Web Conf.
Volume 642, 2025
5th European Conference on Unsaturated Soils and Biotechnology applied to Geotechnical Engineering (EUNSAT2025 + BGE)
Article Number 03001
Number of page(s) 6
Section EUNSAT2025 - Experimental Evidence and Techniques
DOI https://doi.org/10.1051/e3sconf/202564203001
Published online 14 August 2025
  1. Kirkby, M. J., Measurement and theory of soil creep. The Journal of Geology. 75(4). 359-378 (1967) [Google Scholar]
  2. Mitchell, J. K., Campanella, R. G., Singh, A., Soil creep as a rate process. Journal of the Soil Mechanics and Foundations Division. 94(1). 231-253 (1968) [Google Scholar]
  3. Sekiguchi, H., Theory of undrained creep rupture of normally consolidated clay based on elasto- viscoplasticity. Soils and Foundations. 24(1). 129-147 (1984) [Google Scholar]
  4. Kuhn, M. R., Mitchell, J. K., New perspectives on soil creep. Journal of Geotechnical Engineering. 119(3). 507-524 (1993) [Google Scholar]
  5. Yin, J. H., Non-linear creep of soils in oedometer tests. Geotechnique, 49(5). 699-707 (1999) [Google Scholar]
  6. Zhang, Y., Xue, Y. Q., Wu, J. C., Shi, X. Q., Creep model of saturated sands in oedometer tests. In Soil and Rock Behavior and Modeling. 328-335 (2006) [Google Scholar]
  7. Kaddouri, Z., Cuisinier, O., Masrouri, F., Influence of effective stress and temperature on the creep behavior of a saturated compacted clayey soil. Geomechanics for Energy and the Environment. 17. 106-114 (2019) [Google Scholar]
  8. Rezania, M., Bagheri, M., Mousavi Nezhad, M., Creep and consolidation of a stiff clay under saturated and unsaturated conditions. Canadian Geotechnical Journal. 57(5). 728-741 (2020) [Google Scholar]
  9. Wang, L. Y., Zhou, F. X., Qin, H., Fractional creep model and experimental study of saturated saline soil. Rock and Soil Mechanics. 41(2). 9 (2020) [Google Scholar]
  10. Bishop, A.W., Donald, I.B., The experimental study of partly saturated soil in the triaxial apparatus. In proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering. Paris. 1. 13-21 (1961) [Google Scholar]
  11. Bishop, A.W., Henkel, D.J., The measurement of soil properties in the triaxial test. 2nd ed. Edward Arnold (Publisher) Ltd., London, England (1962) [Google Scholar]
  12. Bishop, A.W., Pore pressure measurements in the field and in the laboratory. Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Specialty Sessions, Mexico, 427-441 (1969) [Google Scholar]
  13. Blatz, James A., Yu-Jun Cui., Luciano Oldecop, Vapour equilibrium and osmotic technique for suction control. Laboratory and field testing of unsaturated soils. Springer, Dordrecht. 49-61 (2008) [Google Scholar]
  14. Alonso, E. E., Gens, A., Josa, A., A constitutive model for partially saturated soils. Geotechnique. 40. 405–430 (1990) [Google Scholar]
  15. Kierzkowski, P., Oedometer creep tests of a partially saturated kaolinite clay. In Experimental Unsaturated Soil Mechanics. 301-307. Berlin, Heidelberg: Springer Berlin Heidelberg (2007) [Google Scholar]
  16. Lai, X. L., Wang, S. M., Ye, W. M., Cui, Y. J., Experimental investigation on the creep behavior of an unsaturated clay. Canadian Geotechnical Journal. 51(6). 621-628 (2014) [CrossRef] [Google Scholar]
  17. Yao, Y., Li, J., Xiao, Z., Xiao, H., Soil-Water characteristics and creep deformation of unsaturated expansive subgrade soil. Experimental test and simulation. Frontiers in Earth Science. 9 (2021) [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.