Sand behaviour in terms of the grading curve
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abstract
The authors and ICE Publishing: All rights reserved, 2015. Two parameters are introduced being in unique, nearly linear relationship with each-other (density parameter (s0) and base entropy (S0o) which is an abstract mean diameter parameter). Data show that s0 is the asymmetric part of the minimum dry density smin in terms of S0. It is shown that the results of some direct shear and compression tests of sands with very loose initial state are significantly dependent on s0 with a sand data set where the dominant component of smin is s0.
Geotechnical Engineering for Infrastructure and Development - Proceedings of the XVI European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015
author list (cited authors)
Imre, E., Kecsks, G., Rajkai, K., Schanz, T., Hortobgyi, Z., Singh, V. P., & Fityus, S.
complete list of authors
Imre, E||Kecskés, G||Rajkai, K||Schanz, T||Hortobágyi, Z||Singh, VP||Fityus, S