Payam Hosseini

Dr. Payam Hosseini

Department of Civil and Environmental Engineering, University of Wisconsin–Madison, Madison, WI 53706, USA
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orcid

Research Focus & Metrics

Academic Career Length

18Years (2009-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 January 2014 in Construction and Building Materials
Verified
Journal Article
Closed access
AKAlireza Khaloo
Alireza Khaloo
ERElias Molaei Raisi
Elias Molaei Raisi
Payam HosseiniPayam Hosseini
Payam Hosseini
HTHamidreza Tahsiri
Hamidreza Tahsiri

1 June 2016 in Construction and Building Materials
Verified
Journal Article
Closed access
AKAlireza Khaloo
Alireza Khaloo
MMMohammad Hossein Mobini
Mohammad Hossein Mobini
Payam HosseiniPayam Hosseini
Payam Hosseini

1 June 2020 in Journal of Cleaner Production
Verified
Journal Article
Closed access
HNHamed Naseri
Hamed Naseri
HJHamid Jahanbakhsh
Hamid Jahanbakhsh
Payam HosseiniPayam Hosseini
Payam Hosseini
FNFereidoon Moghadas Nejad
Fereidoon Moghadas Nejad

1 March 2013 in Cement and Concrete Composites
Verified
Journal Article
Closed access
APAli Pourjavadi
Ali Pourjavadi
SFSeyed Mahmoud Fakoorpoor
Seyed Mahmoud Fakoorpoor
Payam HosseiniPayam Hosseini
Payam Hosseini
AKAlireza Khaloo
Alireza Khaloo

1 December 2012 in Materials & Design (1980-2015)
Verified
Journal Article
Closed access
APAli Pourjavadi
Ali Pourjavadi
SFSeyed Mahmoud Fakoorpoor
Seyed Mahmoud Fakoorpoor
AKAlireza Khaloo
Alireza Khaloo
Payam HosseiniPayam Hosseini
Payam Hosseini

29 June 2012 in JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT
Verified
Journal Article
Open access
HBHadi Bahadori
Hadi Bahadori
Payam HosseiniPayam Hosseini
Payam Hosseini
In this study, effects of replacing cement with colloidal amorphous silica nano-particles have been experimentally investigated on the physical and mechanical properties, durability and microstructure of concrete. Experimental results include workability, fresh concrete density, and hardened concrete properties like compressive strength at different ages of 3, 7, and 28-days, and also 28-days splitting tensile strength. Furthermore, influence of silica nano-particles on durability and microstructure of concrete for 28-days specimens was tested by conducting water absorption test, Scanning Electron Microscopy (SEM), and Energy Dispersive X-ray Analysis (EDAX), respectively. In order to study the effect of replacement of cement with silica nano-particles, specimens with 10%, 20%, and 30% cement reduction, and addition of 1%, 2%, and 3% silica nano-particles with respect to witness specimen were fabricated. Experimental results revealed that 20% reduction of cement combining 2% silica nano-particles and also 10% cement reduction combined with 1% silica nano-particles enhance the microstructure of concrete, despite unnoticeable compressive and tensile strength loss. By remarkable reduction of cement consumption and addition of silica nano-particles, strength almost remains constant and consequently decreasing the cement content will become possible. Also, in all specimens, increase in nano-particles content and decrease in cement usage contributed to workability loss. Therefore, applying super-plasticizers seems indispensible while using silica nano-particles. On the other side, according to water absorption test, concretes containing nanoparticles showed more appropriate durability.