Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Krzysztof Żarkiewicz"'
Assessment of Stress in the Soil Surrounding the Axially Loaded Model Pile by Thin, Flexible Sensors
Autor:
Krzysztof Żarkiewicz, Waleed Qatrameez
Publikováno v:
Sensors, Vol 21, Iss 21, p 7214 (2021)
Foundation piles transfer the applied vertical load to the surrounding soil by skin friction and base resistance. These two components induce stress in the soil. The load transfer is still not fully recognized, and some pile load tests analyses have
Externí odkaz:
https://doaj.org/article/c954cda77f50497b92e8abe35204134e
Publikováno v:
Archives of Civil Engineering, Vol vol. 70, Iss No 3, Pp 313-323 (2024)
The model presented in this paper was prepared to determine the pile toe resistance mobilization mechanism. Due to the fact, that skin resistance of piles was widely analyzed by the Authors in previous papers [1,2] which were based on both field and
Externí odkaz:
https://doaj.org/article/78cbaa222d124642b956018b8005d9d5
Publikováno v:
Materials
Materials, Vol 14, Iss 2545, p 2545 (2021)
Volume 14
Issue 10
Materials, Vol 14, Iss 2545, p 2545 (2021)
Volume 14
Issue 10
Foundation piles that are made by concrete 3D printers constitute a new alternative way of founding buildings constructed using incremental technology. We are currently observing very rapid development of incremental technology for the construction i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::af7feabc775479b2a28205ae99c5d44a
http://europepmc.org/articles/PMC8170889
http://europepmc.org/articles/PMC8170889
Autor:
Krzysztof Żarkiewicz, Zygmunt Meyer
Publikováno v:
Studia Geotechnica et Mechanica, Vol 40, Iss 1, Pp 1-5 (2018)
This article shows the mathematical method to determine the lateral stress on the shaft and toe resistance of pile using the new approach. The method was originally invented by Meyer and Kowalow for the static load test. The approximation curve was u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c1c6895e2b13d6c3477397b246371aaf
https://doaj.org/article/b6eae249c0ae4139b1122d98a50b78b1
https://doaj.org/article/b6eae249c0ae4139b1122d98a50b78b1
Autor:
Krzysztof Żarkiewicz
Publikováno v:
MATEC Web of Conferences, Vol 284, p 03011 (2019)
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 safe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::87ff2fcc6cee680e89fdb8b0d83113a2
https://doi.org/10.1051/matecconf/201928403011
https://doi.org/10.1051/matecconf/201928403011