M
M. Aminul Haque
Researcher at Shanghai Jiao Tong University
Publications - 41
Citations - 911
M. Aminul Haque is an academic researcher from Shanghai Jiao Tong University. The author has contributed to research in topics: Compressive strength & Cement. The author has an hindex of 12, co-authored 32 publications receiving 427 citations. Previous affiliations of M. Aminul Haque include Leading University.
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Journal ArticleDOI
Research progresses on magnesium phosphate cement: A review
M. Aminul Haque,Bing Chen +1 more
TL;DR: This study primarily concentrates on the information collection of the production and utilization of MPC in bio-materials, crack repair in pavements, hazardous waste management, fibre reinforced mortar, particle boards and clinical bio-ceramics using different design mixes of the MPC ingredients by the previous scholars.
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Improvement of early strength of fly ash-slag based one-part alkali activated mortar
TL;DR: In this paper, the impact of slag content, activator dosage, retarder content and curing temperature was evaluated on fresh and early-age mechanical properties of one-part fly ash/slag-based alkali activated mortar.
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Multiproperty characterization of cleaner and energy-efficient vegetal concrete based on one-part geopolymer binder
TL;DR: In this paper, a new type of energy-efficient and sustainable concrete based on industrial waste materials and vegetal aggregate was produced for the hygrothermal and low load-bearing application.
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Comparative study on the effect of fiber type and content on the performance of one-part alkali-activated mortar
TL;DR: In this article, the effect of fiber type and content on one-part alkali-activated composites in terms of slump flow, water absorption, compressive strength, flexure strength, splitting tensile strength, load deflection curve under flexure and splitting tensil strength was evaluated.
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Experimental research on ductility enhancement of ultra-high performance concrete incorporation with basalt fibre, polypropylene fibre and glass fibre
TL;DR: In this article, the authors aim to enhance the ductility characteristics of ultra-high performance concrete fiber material (UHPC-FM) comprising with different micro-synthetic fibres such as basalt fibre (BF), polypropylene fiber (PPF), and glass fibre (GF) as a sequence.