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pro vyhledávání: '"Milad Souri"'
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Autor:
Arash Khosravifar, Milad Souri
Publikováno v:
Geo-Congress 2023.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1aac46eac2b16960deae4a8aea7f2716
https://doi.org/10.1061/9780784484692.013
https://doi.org/10.1061/9780784484692.013
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7188facda6abc39878dd820fcfca6b89
https://doi.org/10.1061/(asce)gt.1943-5606.0002878
https://doi.org/10.1061/(asce)gt.1943-5606.0002878
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::14d71d7cf49ec3a9905d4a6a58f7fb4d
https://doi.org/10.1061/(asce)gt.1943-5606.0002879
https://doi.org/10.1061/(asce)gt.1943-5606.0002879
Publikováno v:
Ports 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f747a40e965fb2ad6de9725324d95686
https://doi.org/10.1061/9780784484395.062
https://doi.org/10.1061/9780784484395.062
Publikováno v:
Ports 2022.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a2a94ecf6de2e8b0e8e162701e454ec4
https://doi.org/10.1061/9780784484395.031
https://doi.org/10.1061/9780784484395.031
Publikováno v:
Computers and Geotechnics. 154:105117
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4ae74d5f15f15f61d89e831a6ff4d92d
https://doi.org/10.1016/j.compgeo.2022.105117
https://doi.org/10.1016/j.compgeo.2022.105117
Publikováno v:
Soil Dynamics and Earthquake Engineering. 154:107155
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::51a61bb8349e912716c787c87c2a0268
https://doi.org/10.1016/j.soildyn.2022.107155
https://doi.org/10.1016/j.soildyn.2022.107155
Autor:
Milad Souri
Publikováno v:
DFI Journal The Journal of the Deep Foundations Institute. 14
The results of five centrifuge models were used to evaluate the response of pile-supported wharves subjected to inertial and liquefaction-induced lateral spreading loads. The centrifuge models contained pile groups that were embedded in rockfill dike
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f19f0472e0ece3a2870bd36e25849772
https://doi.org/10.37308/dfijnl.20191120.212
https://doi.org/10.37308/dfijnl.20191120.212