Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Ako Daraei"'
Publikováno v:
Journal of Engineering, Vol 28, Iss 6 (2022)
The tunnel’s stability during construction is a very important matter. Some methods have been proposed for stability evaluation, but the hazard warning levels (HWLs) are more applicable among these methods. Despite monitoring and applying HWLs, sev
Externí odkaz:
https://doaj.org/article/2e81dca7451344c194fbd535cab2f4ff
Publikováno v:
Case Studies in Construction Materials, Vol 14, Iss , Pp e00502- (2021)
The objective of this study is to utilize artificial cold bonded fly ash aggregate (AFA) in pervious concrete to produce a sustainable, and permeable concrete. The AFA were manufactured through cold bonding pelletization of fly ash (90 %) and Portlan
Externí odkaz:
https://doaj.org/article/770f2804e0fa41a1b86dfa2eaa3ca609
Autor:
Arsalan Mahmoodzadeh, Mokhtar Mohammadi, Hawkar Hashim Ibrahim, Tarik Ahmed Rashid, Adil Hussain Mohammed Aldalwie, Hunar Farid Hama Ali, Ako Daraei
Publikováno v:
Machine Learning with Applications, Vol 3, Iss , Pp 100020- (2021)
The purpose of this study is to apply a modern intelligent method of Gaussian process regression (GPR) to predict the geological parameter of Rock Quality Designation (RQD) along the tunnel route. This method can also be used for any geological param
Externí odkaz:
https://doaj.org/article/03651898d67c48afabe0ef77c2ea6e82
Publikováno v:
Case Studies in Construction Materials, Vol 13, Iss , Pp e00427- (2020)
Expansive soils expand and lose their strength when wetted and shrink when dried, and this makes a considerable volume change. Construction on expansive soils has made problems around the world for different civil engineering projects such as highway
Externí odkaz:
https://doaj.org/article/c85d53436bde441697f908a37863da41
Autor:
Ako Daraei, Shokrollah Zare
Publikováno v:
Journal of Modern Transportation, Vol 27, Iss 1, Pp 11-24 (2018)
Abstract The strength factor-based criterion for tunnel deformation prediction proposed by Hoek in 2000 is reckoned to be the most practical criterion among the tunnel deformation criteria since 1980s. In view of the fact that Hoek’s criterion was
Externí odkaz:
https://doaj.org/article/f5b65cbabe5344a3b65db7afeece4797
Autor:
Ako Daraei, Shokrollah Zare
Publikováno v:
International Journal of Mining Science and Technology, Vol 28, Iss 4, Pp 679-684 (2018)
It is well known that the overbreak caused by the blasting damage during tunnel excavation increases costs associated with filling the collapsed area with shotcrete and results in filing of a claim by the contractor. This paper outlines a new approac
Externí odkaz:
https://doaj.org/article/38515ded395143e6a8e91b03e1e3c9e7
Publikováno v:
Arabian Journal of Geosciences. 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ede998ddfb26848ff31fb9cbf2e24925
https://doi.org/10.1007/s12517-022-10369-y
https://doi.org/10.1007/s12517-022-10369-y
Autor:
Mokhtar Mohammadi, Ako Daraei, Arsalan Mahmoodzadeh, Nawzad K. Al-Salihi, Hunar Farid Hama Ali, Abdulqadir Ismail Abdullah
Publikováno v:
Neural Computing and Applications. 33:321-348
This research intends to use machine learning approaches to predict tunnel geology and its construction time and costs. For this purpose, the Gaussian Process Regression (GPR), Support Vector Regression (SVR), and Decision Tree (DT) have been utilize
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ced33b0441b2613b650bda6855baf61d
https://doi.org/10.1007/s00521-020-05006-2
https://doi.org/10.1007/s00521-020-05006-2
Autor:
Soma Jamal Najm, Ako Daraei
Publikováno v:
Engineering Failure Analysis. 146:107091
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9795246178cb5b45ecc4efec36145baa
https://doi.org/10.1016/j.engfailanal.2023.107091
https://doi.org/10.1016/j.engfailanal.2023.107091
Autor:
Ako Daraei, Shokrollah Zare
Publikováno v:
KSCE Journal of Civil Engineering. 23:2384-2390
Sakurai proposed hazard warning levels (HWLs) on the basis of the critical strain concept to evaluate the stability of tunnels. When the measured strain values remain smaller than HWL III, the stability of the tunnels is confirmed. The collapses occu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f6221554f028e16a937dfbd46c976800
https://doi.org/10.1007/s12205-019-0326-5
https://doi.org/10.1007/s12205-019-0326-5