Synthesis of rubberized Alkali-activated Concrete: Experimental and numerical evaluation

2021 ◽  
Vol 303 ◽  
pp. 124526
Author(s):  
Mohammed Yahya Mohammed Al-Fasih ◽  
Ghasan Fahim Huseien ◽  
Izni Syahrizal bin Ibrahim ◽  
Abdul Rahman Mohd Sam ◽  
Hassan Amer Algaifi ◽  
...  
Keyword(s):  
Numerical Evaluation ◽  
Alkali Activated Concrete ◽  
Alkali Activated

Life cycle assessment and cost analysis of fly ash–rice husk ash blended alkali-activated concrete

2021 ◽  
Vol 295 ◽  
pp. 113140
Author(s):  
Sarah Fernando ◽  
Chamila Gunasekara ◽  
David W. Law ◽  
M.C.M. Nasvi ◽  
Sujeeva Setunge ◽  
...  
Keyword(s):  
Life Cycle Assessment ◽  
Life Cycle ◽  
Fly Ash ◽  
Cost Analysis ◽  
Rice Husk ◽  
Rice Husk Ash ◽  
Alkali Activated Concrete ◽  
Alkali Activated

Precast alkali-activated concrete towards sustainable construction

2014 ◽  
Vol 66 (12) ◽  
pp. 618-626 ◽  
Author(s):  
Luís Filipe Brandão Ferreira ◽  
Hugo Sérgio Sousa Costa ◽  
Inês Isabel Antunes Barata ◽  
Eduardo Nuno Brito Santos Júlio ◽  
Paulo Maranha Nunes Tiago ◽  
...  
Keyword(s):  
Sustainable Construction ◽  
Alkali Activated Concrete ◽  
Alkali Activated

scholarly journals Alkali-activated concrete with Serbian fly ash and its radiological impact

2017 ◽  
Vol 168 ◽  
pp. 30-37 ◽  
Author(s):  
Cristina Nuccetelli ◽  
Rosabianca Trevisi ◽  
Ivan Ignjatović ◽  
Jelena Dragaš
Keyword(s):  
Fly Ash ◽  
Radiological Impact ◽  
Alkali Activated Concrete ◽  
Alkali Activated

Searching for Durable and Friendly Alkali Activated Concrete for Building Elements Constructions

2015 ◽  
Vol 1098 ◽  
pp. 126-131 ◽  
Author(s):  
Vlastimil Bilek ◽  
Jan Hurta ◽  
Libor Zidek ◽  
Pavel Mec
Keyword(s):  
Building Material ◽  
High Strength ◽  
Good Resistance ◽  
Good Design ◽  
Alkali Activated Concrete ◽  
Alkali Activated ◽  
Building Elements

Alkali activated concrete (AAC) are considered a promising building material. They show high strength, good durability, and good resistance to aggressive agents etc. But these good properties are controlled by the good design of the concretes. The paper presents the results which were recorded for self-compacting AACs with the water to slag ratio 0.50 - 0.52. The resistance of these concretes to Na2SO4, NH4Cl and acetate acid is presented in this paper. These agents were selected because they represent agents which are present in compost or sewage.

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