Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Aser Abbas"'
Publikováno v:
Engineering Reports, Vol 2, Iss 4, Pp n/a-n/a (2020)
The properties of collapsible soil exhibit a lot of sensitivity toward the increase of water content, especially when the soil is close to the dry state. The inundation of collapsible soils induces a considerable drop in the void ratio (e) (ie, colla
Externí odkaz:
https://doaj.org/article/30dfb3705dfc4efa8a2a25fb4f613be9
This paper presents a frequency-velocity convolutional neural network (CNN) for rapid, non-invasive 2D shear wave velocity (Vs) imaging of near-surface geo-materials. Operating in the frequency-velocity domain allows for significant flexibility in th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2620693212d71a4d56d546e5bdf1df0e
http://arxiv.org/abs/2207.09580
http://arxiv.org/abs/2207.09580
Autor:
Aser Abbas, Mohamed Ashour
Publikováno v:
Canadian Journal of Civil Engineering. 48:144-158
The paper studies the behavior of axially loaded piles driven into inundated collapsible soils under compression and tension forces. Collapsible soils exhibit a considerable drop in the void ratio (i.e., significant changes in dry unit weight, fricti
Autor:
Aser Abbas, Mohamed Ashour
Publikováno v:
International Journal of Geomechanics. 21
This paper presents a model that allows the evaluation of the mobilized response of piles subjected to downdrag and drag forces. The presented technique couples the soil and pile settlemen...
Publikováno v:
Engineering Reports, Vol 2, Iss 4, Pp n/a-n/a (2020)
The properties of collapsible soil exhibit a lot of sensitivity toward the increase of water content, especially when the soil is close to the dry state. The inundation of collapsible soils induces a considerable drop in the void ratio (e) (ie, colla
Publikováno v:
Journal of Bridge Engineering. 24
Publikováno v:
Innovative Infrastructure Solutions. 4
A methodology is developed to assess the load transfer (t–z) curves of piles in sandy soils under uplift/tension force based on soil–pile interaction. Compared to current practice, the proposed approach accounts for soil and pile properties and c
Publikováno v:
Mechanical and Aerospace Engineering Faculty Publications
This paper presents a novel X-ray Computed Tomography (CT) image analysis method to characterise the Fracture Process Zone (FPZ) in scaled centre-notched quasi-isotropic carbon/epoxy laminates. A total of 61 CT images of a small specimen were used to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::77a4e4cfc6da9fcdaf27dd5983f89e43