Muhammad Hanif Khan

Mr. Muhammad Hanif Khan

orcid

Research Focus & Metrics

Academic Career Length

5Years (2022-Present)

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

Representative Publications

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23 February 2024 in Construction and Building Materials
Verified
Journal Article
Closed access
MKMuhammad Hanif Khan
Muhammad Hanif Khan
ZQZhao Qiuhong
Zhao Qiuhong
MSMuhammad Ali Sikandar
Muhammad Ali Sikandar
BKBazid Khan
Bazid Khan
HZHan Zhu
Han Zhu
MKMuhammad Shoaib Khan
Muhammad Shoaib Khan

14 April 2022 in Materials
Verified
Journal Article
Open access
PDF file
MKMuhammad Hanif Khan
Muhammad Hanif Khan
HZHan Zhu
Han Zhu
MSMuhammad Ali Sikandar
Muhammad Ali Sikandar
Bakht ZaminBakht Zamin
Bakht Zamin
MAMahmood Ahmad
Mahmood Ahmad
MSMohanad Sabri
Mohanad Sabri
This study investigates the mechanical and durability properties of fly ash-based engineered cementitious composites (ECC). The effect of various mineral additions, such as wheat husk ash (WHA), rice husk ash (RHA), glass powder (GP), and fibrillated polypropylene (PP) fibers, on mechanical performance, water absorption, and porosity was investigated. Furthermore, the durability of ECC specimens was assessed in terms of sorptivity, acid/sulfate attacks, electric resistivity (ER), rapid chloride penetration (RCPT), and ultrasonic pulse velocity (UPV). The results revealed higher mechanical strength, UPV, and ER values for RHA-based ECC. After 180 days of immersion in acid and sulfate solutions, RHA-based ECC showed a lower loss in compressive strength (23.21% and 1.07% in HCl and Na2SO4, respectively) relative to the control mix (44% and 7% in HCl and Na2SO4, respectively). Moreover, analytical characterizations such as X-ray diffraction (XRD), Fourier transform infrared (FTIR), Scanning Electron Microscopy (SEM), and Energy dispersive X-ray (EDX) analyses were also carried out to corroborate the mechanical and durability properties of ECC.

2 June 2025 in Energy
Verified
Journal Article
Closed access
MKMuhammad Hanif Khan
Muhammad Hanif Khan
ZQZhao Qiuhong
Zhao Qiuhong
MSMuhammad Ali Sikandar
Muhammad Ali Sikandar
HZHan Zhu
Han Zhu

28 January 2025 in Innovative Infrastructure Solutions
Verified
Journal Article
Closed access
PDF file
NUNazeef Ullah
Nazeef Ullah
MKMuhammad Hanif Khan
Muhammad Hanif Khan
MSMuhammad Ali Sikandar
Muhammad Ali Sikandar
ZQZhao Qiuhong
Zhao Qiuhong
HZHan Zhu
Han Zhu
ZFZaheer Farooq
Zaheer Farooq

26 June 2025 in Journal of Building Engineering
Verified
Journal Article
Closed access
MKMuhammad Hanif Khan
Muhammad Hanif Khan
ZQZhao Qiuhong
Zhao Qiuhong
MSMuhammad Ali Sikandar
Muhammad Ali Sikandar
HZHan Zhu
Han Zhu

9 September 2023 in Journal of Advanced Concrete Technology
Verified
Journal Article
Open access
PDF file
SFSyed Badar Farooq
Syed Badar Farooq
MSMuhammad Ali Sikandar
Muhammad Ali Sikandar
MKMuhammad Hanif Khan
Muhammad Hanif Khan
ZQZhao Qiuhong
Zhao Qiuhong
HZHan Zhu
Han Zhu
IKInam Ul Haq Khan
Inam Ul Haq Khan
This study deals with application of sodium-paraben based anti-fungal agents in cement mortars and their effect on the physical, mechanical, and anti-fungal activity. The fungus Aspergillus Niger, typically found in damp buildings, grew on cement composites. Sodium propyl parahydroxybenzoate (SPP) and sodium methyl parahydroxybenzoate (SMP), two sodium paraben anti-fungal agents, were used in pastes and mortars at dosages of 1 and 2 wt.% relative to cement. The results of the study show that the use of anti-fungal agents containing sodium paraben reduces the compressive strength of cement mortar and the setting time of hardened cement paste. The results of the biodeterioration test demonstrated that mortars incorporating with anti-fungal agents containing sodium paraben are less susceptible to fungal attack. Analytical characterizations such as X-ray diffraction (XRD), Fourier transform infrared (FTIR), scanning electron microscopy (SEM), and energy dispersion X-ray spectroscopy (EDX) analysis showed that the use of sodium paraben based anti-fungal agents increased the resistance of mortars against the fungal attack.