scholarly journals Ternary alkali aluminosilicate cement based on rice husk ash, slag and coal fly ash

2018 ◽  
Vol 19 ◽  
pp. 36-41 ◽  
Author(s):  
A.G.N.D. Darsanasiri ◽  
Faris Matalkah ◽  
Salina Ramli ◽  
Kutaibah Al-Jalode ◽  
Anagi Balachandra ◽  
...  
Keyword(s):  
Fly Ash ◽  
2018 ◽  
Vol 6 (3) ◽  
pp. 213-221 ◽  
Author(s):  
Hiromichi Aono ◽  
Tafu Kunimoto ◽  
Ryuichiroh Takahashi ◽  
Yoshiteru Itagaki ◽  
Erni Johan ◽  
...  

2017 ◽  
Vol 101 ◽  
pp. 02005
Author(s):  
Fusia Mirda Yanti ◽  
S.D. Sumbogo Murti ◽  
Yuni K. Krisnandi ◽  
Adiarso

2012 ◽  
Vol 135 ◽  
pp. 137-144 ◽  
Author(s):  
H.S. Thind ◽  
Yadvinder-Singh ◽  
Bijay-Singh ◽  
Varinderpal-Singh ◽  
Sandeep Sharma ◽  
...  

2021 ◽  
Vol 295 ◽  
pp. 113140
Author(s):  
Sarah Fernando ◽  
Chamila Gunasekara ◽  
David W. Law ◽  
M.C.M. Nasvi ◽  
Sujeeva Setunge ◽  
...  

2007 ◽  
Vol 21 (6) ◽  
pp. 1356-1361 ◽  
Author(s):  
P. Chindaprasirt ◽  
P. Kanchanda ◽  
A. Sathonsaowaphak ◽  
H.T. Cao

2015 ◽  
Vol 804 ◽  
pp. 129-132
Author(s):  
Sumrerng Rukzon ◽  
Prinya Chindaprasirt

This research studies the potential for using waste ash from industrial and agricultural by-products as a pozzolanic material. Classified fly ash (FA) and ground rice husk ash (RA) were the materials used. Water requirement, compressive strength and porosity of cement mortar were investigated. Test results indicated that FA and RA (waste ash) have a high potential to be used as a good pozzolanic material. The water requirement of mortar mix decreases with the increases in fly ash content. For ground rice husk ash (RA), the water requirement of mortar mix increases with the increases in rice husk ash content. In addition, the reduction in porosity was associated with the increase in compressive strength.


Author(s):  
Kavitha E ◽  
Karthik S ◽  
Eithya B ◽  
Seenirajan M

The quantity of fly ash produced from thermal power plants in India is approximately 80 million tons each year, and its percentage utilization is less than 10%. An attempt has been made to utilize these cheaper materials in concrete production. This thesis aims at investigating the characteristics of fresh concrete and various strengths of hardened concrete made with various mineral admixtures such as fly ash. GGBFS, silica fume. Rice husk ash along with polypropylene fibres in various proportions.  M20 grade concrete is considered for experimental studies with 53grade Ordinary Portland Cement blended with varying percentages of mineral admixtures. The maximum size of coarse aggregate used is 20mm.  Various mineral admixtures such as fly ash. GGBFS.Silica fume. Rice Husk Ash were added concrete in various percentages by partially replacing cement and the optimum percentage of the mineral admixtures will be found.  Based on the obtained values, the admixture with maximum mechanical strength is determined and to this polypropylene fibre is added by varying 0 to 0.5 % by weight of cement to the mix.  The test results obtained were compared and discussed with conventional concrete.


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