Zobrazeno 1 - 10
of 70
pro vyhledávání: '"Länsivaara, Tim"'
Publikováno v:
Cone Penetration Testing 2022 ISBN: 9781003329091
Cone Penetration Testing 2022 ISBN: 9781003308829
Cone Penetration Testing 2022 ISBN: 9781003308829
The geographical and geological spatial variabilities raise challenges for geotechnicians to devise globally applicable subground stratification models working based on cone penetration testing (CPT). Recently, a novel CPT-based stratification and cl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::73ccde1cbe0dcc478cf4c741e85e463a
https://doi.org/10.1201/9781003329091-54
https://doi.org/10.1201/9781003329091-54
Publikováno v:
In Soil Dynamics and Earthquake Engineering February 2022 153
Autor:
Vatanshenas, Ali, Länsivaara, Tim
Realistic estimation of soil behavior is dependent on considering very small and small strain domains. Lengthy formulas proposed in the literature have limited predictive power for estimation of maximum shear modulus, G0. The aim of this study is to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4853::663def3afb9710525e69a6184c70247a
https://trepo.tuni.fi/handle/10024/135999
https://trepo.tuni.fi/handle/10024/135999
Publikováno v:
Arabian Journal of Geosciences; Mar2023, Vol. 16 Issue 3, p1-18, 18p
The continuous cone penetration test (CPT) measurements provide an advantageous liable rapid tool for stratifcation and soil behavior classifcation that can be employed in the sustainable design of the infrastructures. However, the CPT measurements a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4853::2a312e3ed33a269df70b50ab8b4863ea
https://trepo.tuni.fi/handle/10024/133517
https://trepo.tuni.fi/handle/10024/133517
Publikováno v:
Applied Sciences, Vol 11, Iss 4434, p 4434 (2021)
Applied Sciences
Volume 11
Issue 10
Applied Sciences
Volume 11
Issue 10
This study concerns the combination of the permanent and the variable loads in the structural design. The Eurocodes are used as a reference. Three new findings are presented: (1) In each physical structure, and in every load pair of the permanent loa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::acb554d11c2ccf1d3865e9330dff87f1
https://www.mdpi.com/2076-3417/11/10/4434
https://www.mdpi.com/2076-3417/11/10/4434
Akademický článek
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Akademický článek
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Publikováno v:
Engineering with Computers; Jun2022 Supplement, Vol. 38 Issue 2, p1227-1242, 16p