- Concrete and Cement Materials Research
- Phase Change Materials Research
- Building Energy and Comfort Optimization
- Innovative concrete reinforcement materials
- Adsorption and Cooling Systems
- Concrete Corrosion and Durability
- Solar Thermal and Photovoltaic Systems
- Corrosion Behavior and Inhibition
- Urban Heat Island Mitigation
- Innovations in Concrete and Construction Materials
- Fire effects on concrete materials
- Smart Materials for Construction
- Solar Energy Systems and Technologies
- Structural Behavior of Reinforced Concrete
- Recycling and utilization of industrial and municipal waste in materials production
- Wind and Air Flow Studies
- Concrete Properties and Behavior
- Recycled Aggregate Concrete Performance
- Structural Load-Bearing Analysis
- Grouting, Rheology, and Soil Mechanics
- Engineering and Material Science Research
- Magnesium Oxide Properties and Applications
- Infrastructure Maintenance and Monitoring
- Asphalt Pavement Performance Evaluation
- Masonry and Concrete Structural Analysis
Nazarbayev University
2017-2024
Digital Science (United States)
2020-2021
COMSATS University Islamabad
2014-2016
City University of Hong Kong
2011-2015
Shenzhen University
2014-2015
Information Technology University
2014
National University of Sciences and Technology
2008-2013
Fly ash (FA) is a residual from thermal industries that has been effectively utilized in the production of FA‐based geopolymer concrete (FGPC). To avoid time‐consuming and costly experimental procedures, soft computing techniques, namely, random forest regression (RFR) gene expression programming (GEP), are used this study to develop an empirical model for prediction compressive strength FGPC. A widespread, reliable, consistent database FGPC set up via comprehensive literature review. The...
Using sustainable cement-based alternatives, such as secondary cementitious raw materials (SCMs), could be a viable option to decrease CO2 emissions resulting from cement production. Previously conducted studies determine the optimal mix designs of concrete primarily focused on either experimental approaches or empirical modeling techniques. However, in these approaches, few tests performed for optimization due time restrictions and lack resources, methods cannot relied without external...
The complication linked with the prediction of ultimate capacity concrete-filled steel tubes (CFST) short circular columns reveals a need for conducting an in-depth structural behavioral analyses this member subjected to axial-load only. distinguishing feature gene expression programming (GEP) has been utilized establishing model axial behavior long CFST. proposed equation correlates CFST depth, thickness, yield strength steel, compressive concrete and length CFST, without any expensive...