Sand behaviour in terms of the grading curve

Title: Sand behaviour in terms of the grading curve
Creator: Imre, E.; Kecskés, G.; Rajkai, K.; Schanz, T.; Hortobágyi, Zs; Singh, V. P.; Fityus, S.
Relation: XVI European Conference on Soil Mechanics and Geotechnical Engineering (XVI ECSMGE 2015). Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering (Edinburgh, UK 13-17 September, 2015) p. 3753-3758
Publisher Link: http://dx.doi.org/10.1680/ecsmge.60678.vol7.591
Publisher: ICE Publishing
Resource Type: conference paper
Date: 2015
Description: Two parameters are introduced being in unique, nearly linear relationship with each-other (density parameter (s₀) and base entropy (S₀) which is an abstract mean diameter parameter (i₀)). The results of the analysis of some s_min data are presented showing that s₀ is asymmetric part of smin in terms of i₀. 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 s_min is s₀.
Subject: sand behaviour; grading curve; density parameter; base entropy; diameter parameter
Identifier: http://hdl.handle.net/1959.13/1315504
Identifier: uon:22949
Identifier: ISBN:9780727760678
Language: eng
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