Zobrazeno 1 - 10
of 27
pro vyhledávání: '"Alireza Saeedi Azizkandi"'
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 52, Iss 1, Pp 185-203 (2019)
In the recent years, non-connected piled raft foundation has been considered as an economical and practical deep foundation in the situation that high shear and concentrated loads may occur at the connection of the raft and pile head. This paper was
Externí odkaz:
https://doaj.org/article/a17ec8e1a53149bea26f21c0352231fa
Autor:
Alireza Saeedi Azizkandi, Ali Fakher
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 47, Iss 2, Pp 215-227 (2014)
Numerous techniques have been presented by different researchers to analyze piled raft. In order to analyze pile foundation, soil can be modeled as spring, continuous medium, or porous media. Pile can also be modeled as spring or continuous medium. T
Externí odkaz:
https://doaj.org/article/8e81d2fc86784abb8865320c82a710f0
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. :1-18
Two-dimensional discrete-element modelling was adopted to study the engineering and fundamental aspects of shear band formation in reverse faulting through sandy soils of varying densities. The employed discrete-element methodology was verified with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c72d25fd1d618f546b334e5b833645f
https://doi.org/10.1680/jgeen.22.00095
https://doi.org/10.1680/jgeen.22.00095
Publikováno v:
International Journal of Geomechanics. 22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::094761a8126abb5fa89817bb56b37e67
https://doi.org/10.1061/(asce)gm.1943-5622.0002516
https://doi.org/10.1061/(asce)gm.1943-5622.0002516
Publikováno v:
Soil Dynamics and Earthquake Engineering. 170:107915
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5915726dd5d7b0b29cf667e80472f38
https://doi.org/10.1016/j.soildyn.2023.107915
https://doi.org/10.1016/j.soildyn.2023.107915
Publikováno v:
Minerals; Volume 12; Issue 8; Pages: 984
Surface stabilization of loose, non-cohesive, and fine soils has always been a challenging task for geotechnical engineers. These soils show meager mechanical behavior and are very vulnerable to wind erosion. Many attempts have been made to combat wi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::408c43199beebef395be7b72514fb834
Publikováno v:
Marine Georesources & Geotechnology. 39:1273-1284
This research aims to study the effect of pile arrangement and inclination on the bending moment of piles as well as the horizontal acceleration of the cap under explosion loadings. Data was obtain...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a74a52ebe124d5a82f805ff6fd26d818
https://doi.org/10.1080/1064119x.2020.1825570
https://doi.org/10.1080/1064119x.2020.1825570
Publikováno v:
Bulletin of Engineering Geology and the Environment. 79:4501-4514
Soil liquefaction during large earthquakes causes serious damage to structures built on foundations. In recent years, artificially injecting small amounts of air into liquefaction-susceptible soils has been proposed as a newly developed and cost-effe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::021e96efcbbbff1d69c004fd7d3fe2e0
https://doi.org/10.1007/s10064-020-01848-1
https://doi.org/10.1007/s10064-020-01848-1
Publikováno v:
Marine Georesources & Geotechnology. 39:798-811
The present research investigates the undrained behavior of calcareous sand of Qeshm island in the south of Iran. The study was performed through undrained cyclic and monotonic stain-controlled tri...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4410cb3b2d01dc47c4c7a5aa23f3d72e
https://doi.org/10.1080/1064119x.2020.1764678
https://doi.org/10.1080/1064119x.2020.1764678