MATEC Web Conf.
Volume 284, 201929th International Conference on Structural Failures
|Number of page(s)||14|
|Section||Geotechnical Causes of Structural Failures|
|Published online||10 July 2019|
Geotechnical failure of a slope featuring site development with industrial facilities caused by irresponsible leveling in the neighboring area
University of Technology and Life Sciences, 7 Kaliskiego Street, PL 85-386 Bydgoszcz, Poland
* Corresponding author: firstname.lastname@example.org
The article describes an unusual geotechnical failure of properly built-up top backfill of a slope of the subsoil of an industrial facility. The failure was caused by an irresponsible correction of the slope and its base in the neighboring area. Deterioration of the slope built from expansive clay consisted in clearing trees and deep changes in morphology in part of the slope of the neighbor, situated below it. Therefore, arbitrary actions led to a serious geotechnical failure as a result of loss of stability of slopes, an inversion in water relationships going beyond the local area, and change in the direction of flow of surface waters.
© 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, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.