Zobrazeno 1 - 10
of 46
pro vyhledávání: '"Wojciech Puła"'
Autor:
Marcin Chwała, Wojciech Puła
Publikováno v:
PLoS ONE, Vol 15, Iss 4, p e0231992 (2020)
In this study, a probabilistic approach for evaluating the bearing capacity of surface footings is discussed. The evaluation is based on a kinematic approach. The considered substrate consists of two different layers of soil: a top layer formed of me
Externí odkaz:
https://doaj.org/article/598bff711e434be5b2689b20c8e0bd81
Publikováno v:
Tehnički Vjesnik, Vol 25, Iss 2, Pp 558-564 (2018)
The paper will discuss a method of analysing head displacements of piles subjected to lateral load test that is suitable for reliability calculation. The obtained results will be used for writing down the serviceability limit state equation related t
Externí odkaz:
https://doaj.org/article/2f66f5e393194f4d9d8d6be79dd70ef0
Publikováno v:
Journal of Civil Engineering and Management, Vol 19, Iss 2 (2013)
A three dimensional probabilistic approach to analyzing laterally loaded piles is presented. Two typical subsurface models are used in the analyses: the first one consists of layered linear elastic soil where each layer has a random modulus of elasti
Externí odkaz:
https://doaj.org/article/476e3b05cb764de4a01b81ce73d5c61a
Publikováno v:
Studia Geotechnica et Mechanica. 44:333-342
Mat foundations are most typically used in locations featuring weak soils such as soft clays and silts, particularly when building in demanding geotechnical conditions. Because of their poor engineering characteristics and significant difficulties as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb661f982417245453b58f5f78a43e8a
https://doi.org/10.2478/sgem-2022-0020
https://doi.org/10.2478/sgem-2022-0020
Publikováno v:
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards. :1-16
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5de72005f8ac0bd2577214c4cac31874
https://doi.org/10.1080/17499518.2022.2046786
https://doi.org/10.1080/17499518.2022.2046786
Publikováno v:
8th International Symposium for Geotechnical Safety & Risk (ISGSR 2022).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eebe7f3a27c1f73209b98217ca6e6d41
https://doi.org/10.3850/978-981-18-5182-7_00-04-003.xml
https://doi.org/10.3850/978-981-18-5182-7_00-04-003.xml
Publikováno v:
KSCE Journal of Civil Engineering. 23:3843-3853
In this study, we present reliability assessments for a monopile socketed into a vertical fissured unsaturated substrate correlated with the degree of saturation. The pile was loaded by concentrated lateral force in a three-dimensional space. Procedu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8dbf123bc98d71c0e7cacc1ad69e488e
https://doi.org/10.1007/s12205-019-1537-5
https://doi.org/10.1007/s12205-019-1537-5
Autor:
Wojciech Puła, Marek Kawa
Publikováno v:
Acta Geotechnica. 15:1453-1466
The paper examines three-dimensional (3D) analyses of the load bearing capacity of square and strip footings on a spatially variable cohesive–frictional (c–φ) soil. Embedded, rigid and smooth footings are considered. Cohesion and friction angle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95a1f16812b4797864d1d66c9ccdc055
https://doi.org/10.1007/s11440-019-00853-3
https://doi.org/10.1007/s11440-019-00853-3
Publikováno v:
Tehnički Vjesnik, Vol 25, Iss 2, Pp 558-564 (2018)
Tehnički vjesnik
Volume 25
Issue 2
Tehnički vjesnik
Volume 25
Issue 2
The paper will discuss a method of analysing head displacements of piles subjected to lateral load test that is suitable for reliability calculation. The obtained results will be used for writing down the serviceability limit state equation related t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::16797a023393507435dee05db9320f5e
https://hrcak.srce.hr/file/293215
https://hrcak.srce.hr/file/293215
Autor:
Wojciech Puła, D. V. Griffiths
Publikováno v:
Computers and Geotechnics. 136:104151
The paper describes the theoretical relationship between spatial correlation lengths in lognormal and hyperbolic tangent (“tanh”) random fields, and the underlying Gaussian random fields from which they are derived following transformation. The i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6448b99c47cd9ec86c0e8bc8601b1d80
https://doi.org/10.1016/j.compgeo.2021.104151
https://doi.org/10.1016/j.compgeo.2021.104151