Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Ayman Altahrany"'
Publikováno v:
Results in Engineering, Vol 20, Iss , Pp 101454- (2023)
Shallow foundations behavior is improved by using skirts to confine the soil under the foundation beneath. The bearing capacity and settlement of the skirted foundation resting on sand are affected by the angle of the skirt's inclination. Numerical a
Externí odkaz:
https://doaj.org/article/80504dd1ac5842af8d731494884638e6
Publikováno v:
International Journal of Geo-Engineering, Vol 13, Iss 1, Pp 1-26 (2022)
Abstract The composite system of stone columns reinforced soil overlaid by granular mattress (GM) has been given more attention as a hybrid improvement technique. This work presents 3D finite element analyses using PLAXIS 3D software for a composite
Externí odkaz:
https://doaj.org/article/887aef1164d2424e9f193a7f63b9de41
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
Publikováno v:
Jordan Journal of Civil Engineering. 17:107-116
One of the main risks in low-densified sandy soils with the presence of water and an external force such as an earthquake is the generation of liquefaction. The influence of several types of reinforcement on liquefaction resistance, such as polypropy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a33475d1c04b2a75926ff2c733049d7
https://doi.org/10.14525/jjce.v17i1.10
https://doi.org/10.14525/jjce.v17i1.10
Autor:
Ayman Altahrany, Esraa R. Elshehahwy
Publikováno v:
MEJ. Mansoura Engineering Journal. 47:1-9
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e6d56c54638427b582b66a66ac681f21
https://doi.org/10.21608/bfemu.2022.254981
https://doi.org/10.21608/bfemu.2022.254981
Seismically induced liquefaction concerns natural deposits of both loose sands (Dr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5d05d56e1809b1e39a1d3f9b916d69b
https://doi.org/10.21203/rs.3.rs-2118030/v1
https://doi.org/10.21203/rs.3.rs-2118030/v1
Autor:
Ahmed El Mahmoudi, Ayman Altahrany, L. Mohamed, Thomas Günther, Ahmed Elshennawey, Mohamed Attwa
Publikováno v:
Natural Resources Research. 30:3407-3428
Soil characterization in coastal areas is essential for strategic coastal engineering implementation and for understanding the paleo-environmental conditions. However, the severe soil salinization in these regions limited the geophysical measurements
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9c4288250e512a7d7dcdd281fecba4c
https://doi.org/10.1007/s11053-021-09883-9
https://doi.org/10.1007/s11053-021-09883-9
Publikováno v:
Journal of Environmental Sciences. Mansoura University. 49:64-71
Egypt has recently witnessed a tremendous population increase, which has been accompanied by an expansion in the establishment of new cities along the coastal area and a rapid increase in urbanization such as New Mansoura, The new Administrative Capi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d906bde6fa25ead957e1d2969c02fef
https://doi.org/10.21608/joese.2020.177129
https://doi.org/10.21608/joese.2020.177129
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://explore.openaire.eu/search/publication?articleId=doi_dedup___::808545bda7078ae324100f354ecd024e
https://doi.org/10.1002/eng2.12156
https://doi.org/10.1002/eng2.12156
Publikováno v:
NSG2020 26th European Meeting of Environmental and Engineering Geophysics.
Summary Costal soil characterization has a great significance in environmental and engineering studies. The present work is a proposed protocol using remote sensing (RS), direct current resistivity (DCR) and time-domain induced polarization (TDIP) da
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4650409fd73249892d578d695b30e26d
https://doi.org/10.3997/2214-4609.202020051
https://doi.org/10.3997/2214-4609.202020051