Framework for Investigations on Variability in Characteristics and Pozzolanic Reactivity of Sugarcane Bagasse Ash during the Crushing Period

2021 ◽  
Vol 33 (12) ◽  
pp. 04021346
Author(s):  
Amol Kamalakar Mali ◽  
Prakash Nanthagopalan
Keyword(s):  
Sugarcane Bagasse ◽  
Pozzolanic Reactivity ◽  
Sugarcane Bagasse Ash

scholarly journals Valorisation of sugarcane bagasse ash (SCBA) with high quartz content as pozzolanic material in Portland cement mixtures

2018 ◽  
Vol 68 (330) ◽  
pp. 153 ◽  
Author(s):  
A. M. Pereira ◽  
J. C.B. Moraes ◽  
M. J.B. Moraes ◽  
J. L. Akasaki ◽  
M. M. Tashima ◽  
...  
Keyword(s):  
Compressive Strength ◽  
Portland Cement ◽  
Sugarcane Bagasse ◽  
Hydrated Lime ◽  
Quartz Content ◽  
Pozzolanic Reactivity ◽  
Pozzolanic Material ◽  
Sugarcane Bagasse Ash ◽  
High Quartz ◽  
Sugarcane Industry

Portland cement (OPC) production is one of the most contaminating greenhouse gas producing activities. In order to reduce OPC consumption, several alternatives are being assessed, and the use of pozzolanic material is one of them. This paper presents study on the reactivity of sugarcane bagasse ash (SCBA), a residue from sugarcane industry, as a pozzolanic material. In order to evaluate SCBA reactivity, it was mixed in pastes with hydrated lime and OPC, which were microstructurally characterised. These studies showed that SCBA presents some pozzolanic characteristics. Studies on mortars in which OPC was replaced by SCBA in the range 10–30% were also carried out. Replacement in the range 15–20% yielded the best behaviour in terms of compressive strength. Finally, it can be concluded this ash could be valorised despite its relative low pozzolanic reactivity.

Potential Eco-friendly Application of Sugarcane Bagasse Ash in the Rubber Industry

2021 ◽  
Author(s):  
Giovanni Barrera Torres ◽  
Guilhermi Dognani ◽  
Deuber Lincon da Silva Agostini ◽  
Renivaldo José dos Santos ◽  
Flávio Camargo Cabrera ◽  
...  
Keyword(s):  
Sugarcane Bagasse ◽  
Rubber Industry ◽  
Sugarcane Bagasse Ash

Laboratory Adsorption Studies on Ni(II) and Zn(II) Solutions by Sugarcane-Bagasse Ash

2021 ◽  
Vol 232 (3) ◽  
Author(s):  
Joan Manuel Rodríguez-Díaz ◽  
Christhell A. Andrade ◽  
Luis Angel Zambrano-Intriago ◽  
Ely Sacon-Vera ◽  
Luis Santiago Quiroz-Fernández ◽  
...  
Keyword(s):  
Sugarcane Bagasse ◽  
Adsorption Studies ◽  
Sugarcane Bagasse Ash

scholarly journals Engineering Behavior and Characteristics of Wood Ash and Sugarcane Bagasse Ash

Materials ◽  
2015 ◽  
Vol 8 (10) ◽  
pp. 6962-6977 ◽  
Author(s):  
Francisco Grau ◽  
Hyunwook Choo ◽  
Jong Hu ◽  
Jongwon Jung
Keyword(s):  
Sugarcane Bagasse ◽  
Wood Ash ◽  
Sugarcane Bagasse Ash

Effect of Sugarcane Bagasse Ash as Filler in Hot Mix Asphalt

2016 ◽  
Vol 846 ◽  
pp. 683-689 ◽  
Author(s):  
M. Zulfikri M. Zainudin ◽  
Faridah Hanim Khairuddin ◽  
Choy Peng Ng ◽  
Siti Khadijah Che Osmi ◽  
N. Aina Misnon ◽  
...  
Keyword(s):  
Sugarcane Bagasse ◽  
Hot Mix Asphalt ◽  
Resilient Modulus ◽  
Public Works ◽  
Laboratory Result ◽  
Asphaltic Concrete ◽  
Maintenance And Rehabilitation ◽  
Experimental Laboratory ◽  
Sugarcane Bagasse Ash ◽  
Marshall Stability

Hot Mix Asphalt (HMA) is a combination of asphalt and aggregates that will give durable road surface for pavement and is widely used in Malaysia. However, due to damages caused by excessive traffic loadings, the HMA pavement normally required frequently maintenance and rehabilitation works. Therefore in recent years, research on modification of HMA has tremendously increased in highway construction field using natural sources and recycling products such as rubber, plastic, anti-stripping agents, waste materials and etc. This study was conducted to evaluate the effect of sugarcane bagasse ash (SCBA) used as filler in HMA. Experimental laboratory were done to compare the properties of normal HMA sample with modified HMA sample using SCBA. Result obtained for both sample were compared to Malaysian Public Works Department (MPWD) specification. The laboratory result reveals that SCBA are effective in increasing the Marshall stability, flow and Resilient Modulus of normal HMA. The SCBA increases Marshall stability by 0.6%, flow 4.9% and Resilient Modulus 17.4% respectively of ordinary HMA and all test and analysis parameters for asphaltic concrete of SCBA sample comply with MPWD requirements. Therefore, SCBA has potential in modifying normal HMA.

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