- 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 smin 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 smin 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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