| Issue |
MATEC Web Conf.
Volume 117, 2017
RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering
|
|
|---|---|---|
| Article Number | 00025 | |
| Number of page(s) | 8 | |
| DOI | https://doi.org/10.1051/matecconf/201711700025 | |
| Published online | 24 July 2017 | |
Deformation parameters of soils determined by the cone penetration test
University of Žilina, Faculty of Civil Engineering, Department of Geotechnics, Univerzitná 8215/1, 010 26, Slovakia
* Corresponding author: roman.bulko@fstav.uniza.sk
The article deals with the derivation of correlation relations from the cone penetration test, which are applied as input parameters in the calculations of advanced constitutive soil models. Numerical modelling has become important part of geotechnical calculation. Hand in hand there is a big demand for accurately determined input parameters for constitutional models, that are not usually determined by IG surveys. On the model area we applied fieldworks as cone penetration tests and boreholes to obtain detailed parameters. Soil samples were examined in laboratory to create own database of values. Derived correlations include compression index Cc and recompression index Cr.
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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