A
Asadul Haque
Researcher at Monash University
Publications - 95
Citations - 3228
Asadul Haque is an academic researcher from Monash University. The author has contributed to research in topics: Lime & Shear (geology). The author has an hindex of 26, co-authored 92 publications receiving 2323 citations. Previous affiliations of Asadul Haque include Monash University, Clayton campus & University of Wollongong.
Papers
More filters
Journal ArticleDOI
A review of studies on CO2 sequestration and caprock integrity
TL;DR: A comprehensive overview of the technologies and science of carbon capture and storage (CCS), including a brief description of the key aspects of Carbon Dioxide (CO2) transport and subsequent trapping, is presented in this article.
Journal ArticleDOI
Long-term durability of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment
Zike Wang,Zike Wang,Xiao Ling Zhao,Guijun Xian,Gang Wu,R.K. Singh Raman,Saad Al-Saadi,Asadul Haque +7 more
TL;DR: In this article, the long-term performance of basalt and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete (SWSSC) environment was investigated.
Journal ArticleDOI
Shear behaviour of idealized infilled joints under constant normal stiffness
TL;DR: In this paper, the shear strength of soft joints containing infill materials was investigated in the laboratory under constant normal stiffness (CNS) conditions, and the effect of infill thickness on shear performance was found to be significant up to an asperity height-to-infill thickness (t/a) ratio of 1.
A review of studies on CO 2 sequestration and caprock integrity
TL;DR: A comprehensive overview of the technologies and science of carbon capture and storage (CCS), including a brief description of the key aspects of Carbon Dioxide (CO2) transport and subsequent trapping, is presented in this article.
Journal ArticleDOI
Biochar Sequestration in Lime-Slag Treated Synthetic Soils: A Green Approach to Ground Improvement
TL;DR: In this paper, the unconfined compressive strength (UCS) of synthetic biochar mixed clays (BMC) treated with lime-GGBS has been investigated.