E3S Web Conf.
Volume 9, 20163rd European Conference on Unsaturated Soils – “E-UNSAT 2016”
|Number of page(s)||7|
|Published online||12 September 2016|
- Bishop, A. W. (1959). The principle of effective stress. Teknisk Ukeblad, 106 (39), 859–863. [Google Scholar]
- Bishop, A.W. (1961). The experimental study of partly saturated soil in the triaxial apparatus. In: Proc. of 5th International Conference on Soil Mechanics, Paris, pp. 13–21. [Google Scholar]
- Bishop, A. W. & G. E. Blight (1963). Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 13, 177–197. [CrossRef] [Google Scholar]
- Bruchon, J.-F., J.-M. Pereira, M. Vandamme, N. Lenoir, P. Delage, & M. Bornert (2013). Full 3d investigation and characterisation of capillary collapse of a loose unsaturated sand using x-ray ct. Granular Matter 15, 783–800. [Google Scholar]
- Fredlund, D. G. & N. R. Morgenstern (1977). Stress state variables for unsaturated soils. ASCE J. Geotech. Eng. Div. GT 5 103, 447–466. [Google Scholar]
- Fredlund, D. G. & H. Rahardjo (1993). Soil mechanics for unsaturated soils. John Wiley & Sons. [Google Scholar]
- Grabe, J. & M. Milatz (2014). The change of matric suction due to heavy vehicle crossing. In: Proc. of 6th International Conference on Unsaturated Soils (UNSAT 2014), 2-4 July 2014, Sydney, Australia, Volume 2, pp. 1431–1437. [Google Scholar]
- Jommi, C. (2000). Remarks on the constitutive modelling of unsaturated soils. In: Tarantino, A. and Mancuso, C. (Eds.), Experimental evidence and theoretical approaches in unsaturated soils., pp. 139–153. Rotterdam: Balkema. [Google Scholar]
- Lu, N. & W. J. Likos (2006). Suction stress characteristic curve for unsaturated soil. Journal of Geotechnical and Environmental Engineering 132 (2), 131–142. [Google Scholar]
- Matyas, E. L. & H. S. Radhakrishna (1968). Volume change characteristics of partially saturated soils. Géotechnique 18, 432–448. [CrossRef] [Google Scholar]
- Milatz, M. (2013). On the control of low negative water pressures in laboratory tests on unsaturated sand. In: Proc. of 5th International Young Geotechnical Engineers’ Conference (iYGEC), Paris, France, pp. 55–58. [Google Scholar]
- Milatz, M. (2015). An experimental method to study the drying-wetting behaviour of a sand. In: Proc. of 6th Asia-Pacific Conference on Unsaturated Soils (AP–UNSAT 2015). (Paper accepted for publication). [Google Scholar]
- Milatz, M. & J. Grabe (2014). Triaxial and simple shear tests on unsaturated sand specimens with negative pore water pressures. In: Proc. of 6th International Conference on Unsaturated Soils (UNSAT 2014), 2-4 July 2014, Sydney, Australia, Volume 2, pp. 1631–1637. [Google Scholar]
- Milatz, M. & J. Grabe (2015). A new simple shear apparatus and testing method for unsaturated sands. Geotechnical Testing Journal 38, 9–22. [Google Scholar]
- T. Nishimura, J. Koseki, D. G. Fredlund, & H. Rahardjo (2012). Microporous membrane technology for measurement of soil-water characteristic curve. Geotechnical Testing Journal 35 (1), 1–8. [Google Scholar]
- Pereira, J. M., O. Coussy, E. E. Alonso, J. Vaunat, & S. Olivella (2011). Is the degree of saturation a good candidate for bishop’s χ-parameter? In: Alonso, E. E. and A. Gens (Eds.), Proc. of 5th International Conference on Unsaturated Soils, pp. 913–919. [Google Scholar]
- Sharma, R. S. & S. J. Wheeler (2000). Behaviour of an unsaturated highly expansive clay during cycles of wetting and drying. In: Proc. of 1st Asian Conference on Unsaturated Soils (UNSAT-ASIA 2000), Singapore, pp. 721–726. [Google Scholar]
- Törzs, T. (2015). Experimental and numerical investigations on moisture transport in unsaturated soils. Master thesis, Institute of Geotechnical Engineering and Construction Management, Hamburg University of Technology. (Unpublished). [Google Scholar]
- Wheeler, S. J., R. S. Sharma, & M. S. R. Buisson (2003). Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Géotechnique 53 (1), 41–54. [CrossRef] [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.