Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Sadiq N. Henedy"'
Autor:
Cesar Garcia, Alexis Ivan Andrade Valle, Sabih Hashim Muhodir, Kennedy C. Onyelowe, Hamza Imran, Sadiq N. Henedy, Bala Mahesh Chilakala, Manvendra Verma
Publikováno v:
Frontiers in Built Environment, Vol 10 (2024)
The production of geopolymer concrete (GPC) with the addition of industrial wastes as the formulation base is of interest to sustainable built environment. However, repeated experimental trials costs a huge budget, hence the prediction and validation
Externí odkaz:
https://doaj.org/article/6e7997b900cf42e59818ee11eebb2fab
Autor:
Waleed Bin Inqiad, Elena Valentina Dumitrascu, Robert Alexandru Dobre, Naseer Muhammad Khan, Abbas Hussein Hammood, Sadiq N. Henedy, Rana Muhammad Asad Khan
Publikováno v:
Heliyon, Vol 10, Iss 17, Pp e36841- (2024)
The design of masonry structures requires accurate estimation of compressive strength (CS) of hollow concrete masonry prisms. Generally, the CS of masonry prisms is determined by destructive laboratory testing which results in time and resource wasta
Externí odkaz:
https://doaj.org/article/9a81a7096e754f6ab47ba05310250c60
Autor:
Mohammed E. Seno, Husein Ali Zeini, Hamza Imran, Mohammed Noori, Sadiq N. Henedy, Nouby M. Ghazaly
Publikováno v:
Results in Materials, Vol 24, Iss , Pp 100641- (2024)
The significance of accurately predicting the creep index coefficient for assessing the long-term settlement of soil is critical in geotechnical engineering. However, current empirical methods for determining the creep coefficient often lack precisio
Externí odkaz:
https://doaj.org/article/2a722138e16843099f4f6810b3e921cf
Autor:
Musaab Sabah Abed, Firas Jawad Kadhim, Jwad K. Almusawi, Hamza Imran, Luís Filipe Almeida Bernardo, Sadiq N. Henedy
Publikováno v:
Applied Sciences, Vol 13, Iss 21, p 11634 (2023)
Traditional laboratory methods for estimating soil compaction parameters, such as the Proctor test, have been recognized as time-consuming and labor-intensive. Given the increasing need for the rapid and accurate estimation of soil compaction paramet
Externí odkaz:
https://doaj.org/article/9abaee28883546229c524154b2761a66
Publikováno v:
Case Studies in Construction Materials, Vol 17, Iss , Pp e01262- (2022)
Concrete is the most often used material in the building sector. The use of ground-granulated blast-furnace slag (GGBFS) and recycled concrete aggregates (RCA) in concrete reduces its negative environmental impact. However, increasing the number of i
Externí odkaz:
https://doaj.org/article/e86c789304234b5aaef2982ec3b20875
Autor:
Marwa Hameed Abdallah, Zainab Abdulrdha Thoeny, Sadiq N. Henedy, Nadia Moneem Al-Abdaly, Hamza Imran, Luís Filipe Almeida Bernardo, Zainab Al-Khafaji
Publikováno v:
Applied Sciences, Vol 13, Iss 14, p 8325 (2023)
Reinforced concrete (RC) flat slabs are widely employed in modern construction, and accurately predicting their load-carrying capacity is crucial for ensuring safety and reliability. Existing design methods and empirical equations still exhibit discr
Externí odkaz:
https://doaj.org/article/9f4abdcfc6754cf1abe9f1f55dcf29c7
Autor:
Nadia Moneem Al-Abdaly, Mahdi J. Hussein, Hamza Imran, Sadiq N. Henedy, Luís Filipe Almeida Bernardo, Zainab Al-Khafaji
Publikováno v:
Fibers, Vol 11, Iss 5, p 37 (2023)
This article presents a mathematical model developed using the M5P tree to predict the shear strength of steel-fiber-reinforced concrete (SFRC) for slender beams using soft computing techniques. This method is becoming increasingly popular for addres
Externí odkaz:
https://doaj.org/article/22b6991e152d45d3a0d6a7f5d9328d70
Autor:
Husein Ali Zeini, Nabeel Katfan Lwti, Hamza Imran, Sadiq N. Henedy, Luís Filipe Almeida Bernardo, Zainab Al-Khafaji
Publikováno v:
Applied Sciences, Vol 13, Iss 8, p 5131 (2023)
Stone columns have been extensively advocated as a traditional approach to increase the undrained bearing capacity and reduce the settlement of footings sitting on cohesive ground. However, due to the complex interaction between the soil and the ston
Externí odkaz:
https://doaj.org/article/0dd661f871c4409fbe6bf35474648345
Autor:
Sadiq N. Henedy, Ali H. Naser, Hamza Imran, Luís F. A. Bernardo, Mafalda M. Teixeira, Zainab Al-Khafaji
Publikováno v:
Journal of Composites Science; Volume 6; Issue 12; Pages: 366
Torsional strength is related with one of the most critical failure types for the design and assessment of reinforced concrete (RC) members due to the complexity of the associated stress state and low ductility. Previous studies have shown that relia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::403066fe379ae0c561aa166a1d559783
https://doi.org/10.3390/jcs6120366
https://doi.org/10.3390/jcs6120366
Autor:
Zaineb M. Alhakeem, Yasir Mohammed Jebur, Sadiq N. Henedy, Hamza Imran, Luís F. A. Bernardo, Hussein M. Hussein
Publikováno v:
Materials; Volume 15; Issue 21; Pages: 7432
A crucial factor in the efficient design of concrete sustainable buildings is the compressive strength (Cs) of eco-friendly concrete. In this work, a hybrid model of Gradient Boosting Regression Tree (GBRT) with grid search cross-validation (GridSear
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d39fd09e2a66042fee411b0d47b779e2
https://doi.org/10.3390/ma15217432
https://doi.org/10.3390/ma15217432