E3S Web Conf.
Volume 106, 20195th International Scientific Conference on Civil Engineering-Infrastructure-Mining
|Number of page(s)||8|
|Published online||24 June 2019|
Mechanical behaviour of calcareous waste under consolidated drained triaxial compression testing in saturated conditions
Cracow University of Technology, Faculty of Civil Engineering, Krakow, Poland
* Corresponding author: email@example.com
The article presents the mechanical behaviour of calcareous waste under consolidated and drained condition in Triaxial compression test (CD). The host material currently being considered for the construction purpose of several buildings in Poland. One of the location of calcareous waste is in Łagiewniki area (in Cracow) [1,2]. In this work, particular attention has been paid to the to ensure fully saturation for all the tested soil samples and avoid generation of unwanted excess pore water pressure during shearing stage. The saturation level of soil samples was estimated based on Skempton’s law (B>0.95). CD Triaxial test have been conducted in order to derive information on its strength and stiffness properties.
Key words: Calcareous waste / CD Triaxial test / Mechanical behaviour
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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