Evolution of binder structure in sodium silicate-activated slag-metakaolin blends

2011 ◽  
Vol 33 (1) ◽  
pp. 46-54 ◽  
Author(s):  
Susan A. Bernal ◽  
John L. Provis ◽  
Volker Rose ◽  
Ruby Mejía de Gutierrez
2021 ◽  
Vol 292 ◽  
pp. 123257
Author(s):  
Xiaohong Zhu ◽  
Xiaojuan Kang ◽  
Jiaxin Deng ◽  
Kai Yang ◽  
Shouheng Jiang ◽  
...  

2018 ◽  
Vol 101 (6) ◽  
pp. 2228-2244 ◽  
Author(s):  
Kaushik Sankar ◽  
Peter Stynoski ◽  
Ghassan K. Al-Chaar ◽  
Waltraud M. Kriven

2016 ◽  
Vol 28 (4) ◽  
pp. 262-273 ◽  
Author(s):  
Susan A. Bernal ◽  
Rackel San Nicolas ◽  
Jannie S. J. van Deventer ◽  
John L. Provis

2020 ◽  
Vol 233 ◽  
pp. 117354 ◽  
Author(s):  
Tero Luukkonen ◽  
Harisankar Sreenivasan ◽  
Zahra Abdollahnejad ◽  
Juho Yliniemi ◽  
Anu Kantola ◽  
...  

Author(s):  
Jan Pieter Vermeulen ◽  
Natalie Lloyd

This research examines an alternative binder, Alkali Activated Cement (AAC), examining the fresh and hardened mechanical properties of twelve AAC mortar mixes with varying mixture proportions of blast-furnace slag, fly ash, sodium silicate (the alkali activator), and additional water. In addition to the Slag-Fly Ash mortars, nine mixtures with blast-furnace slag, silica fume, aluminum hydrate, sodium silicate, and water were tested. For all mortars, the compressive strength was exponentially related to the water/activator-solids ratio. Mortar strengths at 28 days ranged from 5 MPa to 20 MPa. Increasing the slag to binder-solids ratio from 0.1 to 0.2 increased the strength with water to binder ratios from 0.2 to 0.4. However, rapid or almost instantaneous setting times were observed for a slag to binder-solids ratio of 0.2. The research concluded that using a carefully chosen mix design can prevent quick setting while still achieving high strength and acceptable workability. It is suggested the CaO to binder-solids ratio remain below 0.07; a sodium silicate to binder solids ratio of around 0.25 is optimal; a water to binder-solids ratio should be around 0.3. When replacing fly ash, a Si/Al ratio above 2 is recommended. This research concluded that other solids (Silica Fume and Aluminum Hydrate) could replace Slag and/or Fly Ash if the overall chemical balance of the system is maintained.


2005 ◽  
Vol 17 (2) ◽  
pp. 65-75 ◽  
Author(s):  
T. Sugama ◽  
L. E. Brothers ◽  
T. R. Van de Putte

2015 ◽  
pp. 1-12 ◽  
Author(s):  
Susan A. Bernal ◽  
Rackel San Nicolas ◽  
John L. Provis ◽  
Jannie S. J. van Deventer

2019 ◽  
Vol 2019 ◽  
pp. 1-8 ◽  
Author(s):  
Katalin Orosz ◽  
Abeer Humad ◽  
Hans Hedlund ◽  
Andrzej Cwirzen

Deformations of alkali-activated slag concrete (AASC) with high MgO and Al2O3 content, subjected to variable curing temperature were studied. Sodium silicate and sodium carbonate were used as alkali activators. The obtained results showed development of deformations consisting of both shrinkage and expansion. Shrinkage appeared not to be affected by the activator type, while the expansion developed after the cooling down phase in stabilized isothermal conditions and did not stop within the duration of the tests. X-ray diffraction analysis performed shortly after the cooling down phase indicated the formation of crystalline hydrotalcite, which was associated with the observed expansion. A mixture with a higher amount of sodium silicate showed less expansion, likely due to the accelerated hydration and geopolymerization leading to the increased stiffness of the binder matrix.


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