MATEC Web Conf.
Volume 284, 201929th International Conference on Structural Failures
|Number of page(s)||11|
|Section||Geotechnical Causes of Structural Failures|
|Published online||10 July 2019|
Pile bearing analysis based upon ultimate values of toe and skin resistance as well as their mobilization with settlement
West Pomeranian University of Technology, Department of Geotechnical Engineering, Szczecin, Poland
* Corresponding author: email@example.com
The main task of pile foundation is the reduction of settlement and ensure the safety of the building. These two factors are in strongly relationship. In practice pile load capacity is calculated based on ultimate resistances including factor of safety. The load-settlement relationship is non-linear, so it would can happen that despite the applied load (several times smaller than ultimate pile load capacity), the settlement exceeds the allowable value, and in consequently it might cause damage of the structure. In the paper the method of determining ultimate resistances and mobilization of these resistances with settlement was presented based on the static pile load test results. The proposed method can be applied in pile load capacity verification.
© 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.
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