Engineering properties and carbon footprint of ground granulated blast-furnace slag-palm oil fuel ash-based structural geopolymer concrete

2015 ◽  
Vol 101 ◽  
pp. 503-521 ◽  
Author(s):  
Azizul Islam ◽  
U. Johnson Alengaram ◽  
Mohd Zamin Jumaat ◽  
Iftekhair Ibnul Bashar ◽  
S.M. Alamgir Kabir
2014 ◽  
Vol 50 ◽  
pp. 361-367 ◽  
Author(s):  
Moruf Olalekan Yusuf ◽  
Megat Azmi Megat Johari ◽  
Zainal Arifin Ahmad ◽  
Mohammad Maslehuddin

2014 ◽  
Vol 55 ◽  
pp. 387-393 ◽  
Author(s):  
Moruf Olalekan Yusuf ◽  
Megat Azmi Megat Johari ◽  
Zainal Arifin Ahmad ◽  
Mohammad Maslehuddin

Kilat ◽  
2021 ◽  
Vol 10 (1) ◽  
pp. 101-107
Author(s):  
Muhammad Sofyan

Mortar salah satu material yang memiliki manfaat yang beraneka ragam dalam konstruksi bangunan.  Sejauh ini, mortar konvensional digunakan sebagai bahan plester atau coating pada bangunan. Bahan pengikat utama mortar pada dasarnya masih mengandalkan semen. Pemanfaatan Batu bara pada pembangkit listrik tenaga uap masih menjadi salah satu arus utama sebagai pendukung kebutuhan energi listrik. Penumpukan hasil sisa pembakaran batu bara seperti fly ash dan bottom ash berpotensi mengganggu stabilitas Ekosistem lingkungan. Alkali-Activated mortar dengan mengandalkan larutan alkali activator yang direaksikan dengan material pozzolanic seperti fly ash, Ground Granulated Blast Furnace Slag (GGBFS), Palm Oil Fuel Ash (POFA)ldan lain-lain dapat menjadi salah satu solusi dalam mengurangi limbah fly-ash yang menumpuk. Dalam beberapa riset riset terdahulu idealnya kontrol mutu dari Alkali Activated mortar dapat ditinjiau pada kekuatan mekanisnya seperti kuat tekan dan lentur Dalam artikel ini akan ditinjau bagaimana kekuatan mekanis pada beberapa jenis Alkali-Activated Mortar. Dari studi-studi yang akan dibahas tersebut akan ditarik sebuah kesimpulan berdasarkan data-data pengujian mekanis yan pada akhirnya dapat memberi rekomendasi tentang bagaimana performa mekanis pada Alkali-Activated mortar.


2013 ◽  
Vol 856 ◽  
pp. 280-284 ◽  
Author(s):  
Moruf Olalekan Yusuf ◽  
Megat Azmi Megat Johari ◽  
Zainal Arifin Ahmad ◽  
Mohammed Maslehuddin

The aim of this paper is to study the performance of infused nanoSiO2gel (NSG) on the developed alkaline activated binary blending of ground blast furnace slag (GBFS) and ultrafine palm oil fuel ash (UPOFA) based mortar (AAGU) using the constant mass of combined activators (10 M NaOHaq+Na2SiO3aq(Ms = SiO2/Na2O=3.3)). The methods include using the 3-day compressive strength results and microstructural characterization (SEM+EDX and FTIR). The finding revealed that the compressive strength of the mortar increased with NSG and the maximum strength achieved was 57.3 MPa signifying 21% strength gain compared to NSG-free sample. The NSG also played the role of microcracks and pore fillings, increased the product homogeneity and reduced its amorphousity due to silicate re-organization but has no effects on Si-Al substitution.


2014 ◽  
Vol 52 ◽  
pp. 504-510 ◽  
Author(s):  
Moruf Olalekan Yusuf ◽  
Megat Azmi Megat Johari ◽  
Zainal Arifin Ahmad ◽  
Mohammed Maslehuddin

2014 ◽  
Vol 56 ◽  
pp. 158-164 ◽  
Author(s):  
Moruf Olalekan Yusuf ◽  
Megat Azmi Megat Johari ◽  
Zainal Arifin Ahmad ◽  
Mohammed Maslehuddin

2015 ◽  
Vol 2015 ◽  
pp. 1-15 ◽  
Author(s):  
S. M. Alamgir Kabir ◽  
U. Johnson Alengaram ◽  
Mohd Zamin Jumaat ◽  
Afia Sharmin ◽  
Azizul Islam

The investigation concerns the use of the optimum mix proportion of two locally available pozzolanic waste materials, namely, ground granulated blast furnace slag (GGBS) and palm oil fuel ash (POFA), together with metakaolin (MK) as binders. In addition, another local waste material, manufactured sand (M-sand), was used as a replacement for conventional sand in the development of green geopolymer mortar. Twenty-four mortar mixtures were designed with varying binder contents and alkaline activators. The oven dry curing was also kept consistent for all the mix proportions at a temperature of 65°C for 24 hours. The highest 28-day compressive strength of about 48 MPa was obtained for the mortar containing 20% of MK, 35% of GGBS, and 45% of POFA. The increment of MK beyond 20% leads to reduction of the compressive strength. The GGBS replacement beyond 35% also reduced the compressive strength. The entire specimen achieved average 80% of the 28-day strength at the age of 3 days. The density decreased with the increase of POFA percentage. The finding of this research by using the combination of MK, GGBS, and POFA as binders to wholly replace conventional ordinary Portland cement would lead to alternate eco-friendly geopolymer matrix.


2016 ◽  
Vol 111 ◽  
pp. 286-297 ◽  
Author(s):  
Iftekhair Ibnul Bashar ◽  
U. Johnson Alengaram ◽  
Mohd Zamin Jumaat ◽  
Azizul Islam ◽  
Helen Santhi ◽  
...  

2021 ◽  
Vol 1136 (1) ◽  
pp. 012046
Author(s):  
Bala Gopal Adapala ◽  
Durga Chaitanya Kumar Jagarapu ◽  
Syed Hamim Jeelani ◽  
B. Sarath Chandra Kumar ◽  
Arunakanthi Eluru

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