Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Sajjad E. Rasheed"'
Autor:
Sajjad E. Rasheed, Duaa Al-Jeznawi, Musab Aied Qissab Al-Janabi, Luís Filipe Almeida Bernardo
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 2, p 274 (2024)
The structural stability of pipe pile foundations under seismic loading stands as a critical concern, demanding an accurate assessment of the maximum settlement. Traditionally, this task has been addressed through complex numerical modeling, accounti
Externí odkaz:
https://doaj.org/article/69046ff391b441ee9ca8f7c6abf22b4f
Publikováno v:
Results in Engineering, Vol 13, Iss , Pp 100353- (2022)
Local scouring around the piers of bridges has been identified as one of the main problems contributing to bridge failure globally. As such, the accurate prediction of safe scouring depths is crucial to assure safety and to develop effective maintena
Externí odkaz:
https://doaj.org/article/656079844b694240bc4c85045268e9bc
Publikováno v:
International Journal of Geotechnical Earthquake Engineering. 9:22-41
The present article constitutes an experimental investigation of the behavior of buried PVC pipes. A number of laboratory experiments were conducted using PVC pipes which were buried in a medium sand layer, below a subbase layer, reinforced with geoc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe5f4ca88a5cd2fe84cbc8b672f8e3af
https://doi.org/10.4018/ijgee.2018010102
https://doi.org/10.4018/ijgee.2018010102
Autor:
Mohammed Q. Sharefi, S. Mustapha Rahmaninezhad, Sajjad E. Rasheed, Mahdi Al-Naddaf, P.E. Jie Han
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1067:012078
Buried pipes are among the most important urban facilities due to their use in multiple key applications such as drainage, sewerage, oil lines, electrical conduits, and culverts. The performance of such infrastructure under different loading conditio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7a29e1c9b37cb1dd035fc658616e2cc6
https://doi.org/10.1088/1757-899x/1067/1/012078
https://doi.org/10.1088/1757-899x/1067/1/012078
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 671:012106
Subbase strength characteristics is one of the main inputs of pavement design, and such strength characteristics are normally represented by indices such as resilient modulus, dynamic modulus, and California Bearing Ratio (CBR), with the latter being
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b91740fc1237509942fbbcd9ff9d98b0
https://doi.org/10.1088/1757-899x/671/1/012106
https://doi.org/10.1088/1757-899x/671/1/012106
Dynamic traffic loads cause deformation of underground pipes, resulting in vehicle discomfort. This makes it necessary to reinforce the layers of soil above underground pipes. In this study, the subbase layer was reinforced. Finite element software (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::165b6eb4f39516b7ac60fe4e0a34d484
Publikováno v:
International Review of Civil Engineering (IRECE). 9:86
This paper presents an experimental study on the effect of geocell reinforcement on the soil surface settlement. A number of laboratory experiments were conducted using PVC pipes which were buried in medium sand layer and below a subbase layer reinfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccef8b3a379d8de4c0fd56df97fa688a
https://doi.org/10.15866/irece.v9i2.13721
https://doi.org/10.15866/irece.v9i2.13721
Publikováno v:
IOP Conference Series: Materials Science & Engineering; Jan2020, Vol. 671 Issue 1, p1-1, 1p