Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Kateryna Bikus"'
Publikováno v:
AIP Conference Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::faa25bfe1ea3e08226d3bfe3a3c59218
https://doi.org/10.1063/5.0120153
https://doi.org/10.1063/5.0120153
Publikováno v:
AIP Conference Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1b8fe6a10bd00b9ad8e2bb3d4c8d0781
https://doi.org/10.1063/5.0120639
https://doi.org/10.1063/5.0120639
Publikováno v:
Bases and Foundations. :28-36
A full-scale experiment was conducted to study the operation of a multi-helix screw pile under static pressing and pulling load in dusty clay soil. Based on the full-scale test of a multi-helix screw pile under static loading in dusty clay soil, nume
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c4cecfe217cd4e01ddb9495e7ebd11f
https://doi.org/10.32347/0475-1132.40.2020.28-36
https://doi.org/10.32347/0475-1132.40.2020.28-36
Autor:
Kateryna Bikus, Volodymyr Sedin, Pavlo A. Ovchynnykov, Olha I. Dubinchyk, Vitalii R. Kildieiev, O. L. Tiutkin
Publikováno v:
Civil and Environmental Engineering Reports, Vol 29, Iss 3, Pp 134-152 (2019)
To solve the problem of predicting the service life of superstructures, this work proposes the basis and methodological developments of creep theory with increasing loads as well as regression analysis of the results of laboratory experiments. The ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::473432b31598948b3d9313d7587d7f61
https://doi.org/10.2478/ceer-2019-0030
https://doi.org/10.2478/ceer-2019-0030
Publikováno v:
Civil and Environmental Engineering Reports, Vol 29, Iss 2, Pp 22-30 (2019)
We present the results of a static pile-raft interaction test in field conditions. The pile and the raft were unconnected. The static loading on the raft affected the displacements of the pile due to the skin friction. The displacements were also obs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::293b22b2b078328224821873a777fa70
https://doaj.org/article/2db342e2bc07410091f84dbb349bce99
https://doaj.org/article/2db342e2bc07410091f84dbb349bce99
Publikováno v:
Civil and Environmental Engineering Reports, Vol 27, Iss 4, Pp 121-129 (2017)
Redistribution of pile foundation forces under successive loading of its elements was investigated under laboratory conditions. A segment of pile foundation model was taken for use in the case study. Load tests on the pile foundation model segment, w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5df467ea9b094c04aaddb2b9a3f2c41e
https://doaj.org/article/767ecff96abe4cacb25a68c35ed798ff
https://doaj.org/article/767ecff96abe4cacb25a68c35ed798ff