Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Václav Račanský"'
Publikováno v:
Acta Polytechnica, Vol 64, Iss 4 (2024)
The paper presents two applications (software packages) in which the load-transfer method is used for axially loaded Kelly drilled bored piles and displacement ductile iron piles. In the first, the ultimate friction is related to the effective stress
Externí odkaz:
https://doaj.org/article/edaee606b768427fb2d9e80f149e7081
Publikováno v:
European Workshop on Optical Fibre Sensors (EWOFS 2023).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eef0303031efe339a8db9af35790073c
https://doi.org/10.1117/12.2678521
https://doi.org/10.1117/12.2678521
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
This paper presents a comprehensive study of the load transfer mechanism of a soil anchor during pullout test. The anchor was monitored with fiber optic sensors installed along the tendon a...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f195079391fb8fa977aef1fbb5e09948
https://doi.org/10.1061/(asce)gt.1943-5606.0002442
https://doi.org/10.1061/(asce)gt.1943-5606.0002442
Publikováno v:
Springer Series in Geomechanics and Geoengineering ISBN: 9783319971117
Prior to the pull-out test of a post-grouted ground anchor, numerical simulations were performed in order to predict the load-displacement behaviour of the structure. Advanced constitutive models were employed to simulate the pull-out test. The soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35965462617f4178c066396f46d543dc
https://doi.org/10.1007/978-3-319-97112-4_73
https://doi.org/10.1007/978-3-319-97112-4_73
Autor:
Alexander Zöhrer, Václav Račanský
Publikováno v:
ZBORNIK RADOVA GEO-EXPO 2017.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60b628b548e81b20c7049b1c22180815
https://doi.org/10.35123/geo-expo_2017_11
https://doi.org/10.35123/geo-expo_2017_11
Publikováno v:
SPIE Proceedings.
Geotechnical structural elements are used to underpin heavy structures or to stabilize slopes and embankments. The bearing capacity of these components is usually verified by geotechnical load tests. It is state of the art to measure the resulting de
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::16476df94cdc8ee8de3fcc7928687eb0
https://doi.org/10.1117/12.2256711
https://doi.org/10.1117/12.2256711