Utilization of Sugar Sediment Waste for a Low Cost Lightweight Concrete Development with Environmental Impact Reduction

Waste sugar sediment was included in the mix of lightweight concrete. The optimum mix that we identified was 10% by weight replacement of lime by sugar sediment. The resultant product exhibited the highest compressive strength of approximately 5.5 N/mm2, and demonstrated that a substantial proportion of the 872 million kgs of waste sugar sediment produced in Thailand per year could be diverted from landfills, providing substantial economic and environmental benefits. Our analysis indicates that about 13 million kgs of lime could be replaced by an equal amount of sugar sediment, 13 million kgs, per year, if the improved composition of lightweight autoclaved aerated concrete is adopted by the construction industry on a wide scale. As the cost of lime is about 2 Baht per kg, and sugar sediment is essentially a free input, an estimated 26,000,000 Baht per year savings is achievable. The economic, environmental and health impacts of reducing this industrial waste going into landfill areas by 13 million kgs per year must also be seen as substantial.

[1]  Olga Koronthalyova,et al.  Moisture storage capacity and microstructure of ceramic brick and autoclaved aerated concrete , 2011 .

[2]  H. El-Didamony,et al.  Influence of slag substitution on some properties of sand-lime aerated concrete , 1986 .

[3]  Salim Hiziroglu,et al.  Characterization of an environment friendly lightweight concrete containing ethyl vinyl acetate waste , 2016 .

[4]  Her-Yung Wang,et al.  Properties of the mechanical in controlled low-strength rubber lightweight aggregate concrete (CLSRLC) , 2016 .

[5]  A. Thongtha,et al.  Investigation of the compressive strength, time lags and decrement factors of AAC-lightweight concrete containing sugar sediment waste , 2014 .

[6]  Cenk Karakurt,et al.  Properties of the autoclaved aerated concrete produced from coal bottom ash , 2009 .

[7]  Mark Goedkoop,et al.  Factual errors in the eco-indicator 95 — final report , 2001 .

[8]  P. Chindaprasirt,et al.  Properties of lightweight fly ash geopolymer concrete containing bottom ash as aggregates , 2016 .

[9]  Jo Dewulf,et al.  Comparative Life Cycle Assessment of four alternatives for using by-products of cane sugar production. , 2009 .

[10]  I. Topcu,et al.  Effect of expanded perlite aggregate on the properties of lightweight concrete , 2008 .

[11]  N. Mostafa Influence of air-cooled slag on physicochemical properties of autoclaved aerated concrete , 2005 .

[12]  Shabbir H. Gheewala,et al.  Carbon footprint of sugar produced from sugarcane in eastern Thailand , 2011 .

[13]  Theerawat Sinsiri,et al.  Cellular lightweight concrete containing high-calcium fly ash and natural zeolite , 2013, International Journal of Minerals, Metallurgy, and Materials.

[14]  Z. Shui,et al.  Preparation of new cementitious system using fly ash and dehydrated autoclaved aerated concrete , 2014, Journal of Wuhan University of Technology-Mater. Sci. Ed..

[15]  W. Ni,et al.  Preparation of autoclaved aerated concrete using copper tailings and blast furnace slag , 2012 .

[16]  L. Fangxian,et al.  Microstructure and properties of silty siliceous crushed stone-lime aerated concrete , 2006 .

[17]  Hui-qing Peng,et al.  Removing iron by magnetic separation from a potash feldspar ore , 2013, Journal of Wuhan University of Technology-Mater. Sci. Ed..