MATEC Web Conf.
Volume 252, 2019III International Conference of Computational Methods in Engineering Science (CMES’18)
|Number of page(s)||5|
|Section||Analysis of Engineering Processes|
|Published online||14 January 2019|
Assessment of the impact of vibrations on the track surface from impact loads
Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Road and Bridges, Nadbystrzycka 40, 20-618 Lublin, Poland
2 Lublin University of Technology, Faculty of Civil Engineering and Architecture, Civil Engineering Laboratory, Nadbystrzycka 40, 20-618 Lublin, Poland
* Corresponding author: firstname.lastname@example.org
Dynamic development of the linear infrastructure in Poland directly contributed to the increase in the number of engineering sites and facilities. Due to ground conditions and values of exploitation loads, in some cases bridge supports must be placed on foundation piles, the method of execution of which may cause significant dynamic impact on the structures located in the close vicinity. The paper assesses the impact of dynamic actions resulting from impact loads during impact pile driving of FRANKA piles with the use of a guide pipe on the railway track surface, on which there is continuous railway vehicle traffic. The tests have shown that the serviceability limit condition has been met and that the construction works do not result in exceeded values of vibration acceleration.
© The Authors, published by EDP Sciences, 2019
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (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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