E3S Web of Conferences
Volume 24, 2017AG 2017 - 3rd International Conference on Applied Geophysics
|Number of page(s)||8|
|Section||Properties of soil, rock and rock mass|
|Published online||20 November 2017|
Preliminary studies of the dynamic stiffness modules of soil samples from the Solvay Sodium Plant waste landfill in Krakow
Politechnika Krakowska, Instytut Mechaniki Budowli, 31-155 Kraków, Polska
* Corresponding author: email@example.com
The article presents the results of laboratory tests for determining the dynamic modules of the elasticity M and the shear G, for soil samples from the landfill of the closed Solvay Sodium Plant in Krakow. The tests were performed using a triaxial apparatus equipped with “bender” piezoelements. The samples subjected to these tests were taken from two boreholes, located in the area known as the “white seas”, whose formation is the result of Solvay Plant activity throughout the 20th century. The location of the test holes was planned at the place in which a road known as the “Łagiewnicka route” was planned. Studies on soil stiffness were also conducted as part of the one of the dissertation from 2008 to 2010 in the Cracow University of Technology. The results of these tests and the results of the laboratory tests that are presented in the article will be used in the designing of a computer model. This model is intended to help in assessing the dynamic impact of motor vehicle traffic on the planned Łagiewnicka route on the structure of the existing buildings located in the former Solvay Plant.
© The Authors, published by EDP Sciences
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. (http://creativecommons.org/licenses/by/4.0/).
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