Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Issa Shooshpasha"'
Autor:
Mohammad Hematibahar, Ali Hasanzadeh, Nikolai Ivanovich Vatin, Makhmud Kharun, Issa Shooshpasha
Publikováno v:
Results in Engineering, Vol 19, Iss , Pp 101365- (2023)
The current research makes an attempt to examine the possibility of using the 3D printing technique for the reinforcement of Ultra High-Performance Concrete (UHPC). In this regard, the mechanical properties and fracture mechanism of UHPC containing 3
Externí odkaz:
https://doaj.org/article/f50335cf8d234f79a09deb650c954dc5
Autor:
Ali Hasanzadeh, Nikolai Ivanovich Vatin, Mohammad Hematibahar, Makhmud Kharun, Issa Shooshpasha
Publikováno v:
Materials, Vol 15, Iss 20, p 7165 (2022)
In this research, we present an efficient implementation of machine learning (ML) models that forecast the mechanical properties of basalt fiber-reinforced high-performance concrete (BFHPC). The objective of the present study was to predict compressi
Externí odkaz:
https://doaj.org/article/18dd155f1f0c45e6986205b09ef73b16
Publikováno v:
Earth Sciences Research Journal, Vol 22, Iss 3, Pp 195-204 (2018)
Today, geotechnical and geophysical techniques are used for landslide evaluation. Geotechnical methods provide accurate data, but are time consuming and costly. Geophysical techniques, however, are fast and inexpensive, yet their accuracy is lower th
Externí odkaz:
https://doaj.org/article/3881e8c7f8dc46719506ea25dfee6e3a
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 9, Iss 5, Pp 936-944 (2017)
Review of the literature related to the mixture of shredded tire and sand shows that, despite of the increase in shear strength due to addition of tire chips, granulated rubber causes reduction in shear strength of sand. In this study, the shear beha
Externí odkaz:
https://doaj.org/article/79c05cd1ff5b4649bdeb6034162317b2
Autor:
Hossein Mola-Abasi, Issa Shooshpasha
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 8, Iss 5, Pp 746-752 (2016)
It is well known that the cemented sand is one of economic and environmental topics in soil stabilization. In this instance, a blend of sand, cement and other materials such as fiber, glass, nanoparticle and zeolite can be commercially available and
Externí odkaz:
https://doaj.org/article/268f891f561742c582eff42dd2d39f75
Publikováno v:
Geotechnical and Geological Engineering. 40:5153-5180
Publikováno v:
Geotechnical and Geological Engineering.
Publikováno v:
Innovative Infrastructure Solutions. 8
Publikováno v:
Sains Malaysiana. 50:3181-3191
It is well known that in geotechnical engineering, soil stabilization using cement is one of the appropriate approaches for enhancing soil characteristics. With respect to zeolite, its impact on the characteristics of cemented soil has not been fully
Publikováno v:
International Journal of Engineering and Technology Innovation. 11:229-239
This research investigates the impact of zeolite on the compaction properties and California Bearing Ratio (CBR) of cemented sand. For this purpose, firstly, sand, cement (2, 4, 6, and 8% by the sand dry weight), and zeolite (0%, 30%, 60%, and 90% of